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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-12-2020 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 12-12-2020 |
| 2 | 27-11-2020 | Amendment | BOQ | 05-12-2020 |
| 3 | 19-11-2020 | POSTPONEMENT2 | Date | 05-12-2020 |
| Name of Work: AUGMENTATION OF YARD SERVICES DEPARTMENT FOR SUPPORTING SPVs AT ND (V) (DERF BUILDING) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SCHEDULE \"A\" PART - I [CIVIL WORKS] | BI01010001010000000000000515BI0100001111 | ||
| 2 | 1.001 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed. | BI01010001010000000000000515BI0100001112 | 5 | Cum |
| 3 | 1.002 | Demolition of Concrete of any description above ground floors exc 15 cm thickness complete all as specified and as directed .. | BI01010001010000000000000515BI0100001113 | 270 | Cum |
| 4 | 1.003 | Dismantling wrought iron or mild steel/aluminium work of any description not otherwise provided for complete all as specified and as directed. | BI01010001010000000000000515BI0100001114 | 4.5 | Qtl |
| 5 | 1.004 | Demolition of RCC of any description in any position not otherwise specifically provided for complete all as specified and as directed. | BI01010001010000000000000515BI0100001115 | 5 | Cum |
| 6 | 1.005 | Removing Unserveceable building materials/debris to a distance upto 15 Km out of MOD land complete all as specified and directed.\n\nNotes:-\n(i) Tenderer shall have sanction from GVMC designated places before quoting the tender. If designated place may be varied during execution, no claim shall be entertained on this account.\n(ii) Approval if any to be obtained from GVMC for dumping the excavated material of GVMC designated places, the same shall be obtained by the contractor. Nothing extra shall be paid on this ground. | BI01010001010000000000000515BI0100001116 | 25 | Load |
| 7 | 1.006 | Excavation over areas n. exc. 1.5m deep for foundations, beams, Pile caps and getting out in hard/dense soil complete all as specified and as directed. | BI01010001010000000000000515BI0100001117 | 960 | Cum |
| 8 | 1.007 | All as per item No 1.006 here-in-before but exc 1.5m but n.exc 3.00m in depth complete. | BI01010001010000000000000515BI0100001118 | 320 | Cum |
| 9 | 1.008 | Excavation in trenches n. exc. 1.5m wide and n. exc.1.5m in depth for foundations, shafts, wells, manholes, pier holes, laying of under ground cables or pipe etc., n exc 10 sq m on plan and getting out in hard/dense soil complete all as specified and as directed. | BI01010001010000000000000515BI0100001119 | 180 | Cum |
| 10 | 1.009 | Returning, filling in including, spreading, levelling, watering and well ramming in layers n. exc. 25cm thick complete all as specified and as directed. | BI01010001010000000000000515BI0100001120 | 450.4 | Cum |
| 11 | 1.01 | M&L for filling under floors or pavings or below suspended floor with approved moorum/red bajari obtained from outside MD land, spreading in layers n exc. 15 cm thick, levelled and rammed including watering complete all as specified and as directed. | BI01010001010000000000000515BI0100001121 | 998 | Cum |
| 12 | 1.011 | M&L for sand filling in floors or pavings or foundations laid in layer n.exc 15cm thick spread, levelled and rammed including watering complete all as specified and as directed. | BI01010001010000000000000515BI0100001122 | 5 | Cum |
| 13 | 1.012 | M&L for pre-construction anti termite treatment for treating the backfill in contact with foundation at the rate 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and as directed. | BI01010001010000000000000515BI0100001123 | 105 | Sqm |
| 14 | 1.013 | M&L for pre-construction anti termite treatment for treating the soil under plinth protection at the rate of 5 Litres of emulsion per square metre of surface area complete all as specified and as directed. | BI01010001010000000000000515BI0100001124 | 80 | Sqm |
| 15 | 1.014 | M&L for pre-construction anti termite treatment for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and as directed. | BI01010001010000000000000515BI0100001125 | 644 | Sqm |
| 16 | 1.015 | M & L for Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and as directed. | BI01010001010000000000000515BI0100001126 | 105 | RM |
| 17 | 1.016 | M&L for hard core of gauze n exc 63mm deposited, spread in layers n exc 15cm thick, watered and rammed to a true surface complete all as pecified and as directed. | BI01010001010000000000000515BI0100001127 | 157 | Cum |
| 18 | 1.017 | Material & labour for drilling or boring for 1000mm nominal dia. bored cast-in-situ piles, through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/bored materials to a distance exc. 10.00 km and n.exc 15.0km and depositing where directed complete all as specified and as directed. | BI01010001010000000000000515BI0100001128 | 140 | RM |
| 19 | 1.018 | All as per Item No.1.017 here-in-before but 1200mm nominal dia complete. | BI01010001010000000000000515BI0100001129 | 1890 | RM |
| 20 | 1.019 | All as per Item No.1.017 here-in-before but 1300mm nominal diacomplete. | BI01010001010000000000000515BI0100001130 | 280 | RM |
| 21 | 1.02 | All as per Item No.1.017 here-in-before but through hard rock for founding minimum 2D (Where D is dia of pile) Mtr depth or 1.5m depth whichever is higher for 1000mm dia. nominal dia pile complete. | BI01010001010000000000000515BI0100001131 | 12 | RM |
| 22 | 1.021 | All as per Item No.1.020 here-in-before but for 1200mm dia. nominal dia piles complete. | BI01010001010000000000000515BI0100001132 | 162 | RM |
| 23 | 1.022 | All as per Item No.1.020 here-in-before but for 1300mm dia. nominal dia piles complete. | BI01010001010000000000000515BI0100001133 | 24 | RM |
| 24 | 1.0221 | Notes for Item Nos. 1.017 to 1.022:\n(i) The depth of boring for piles shall be measured from existing ground/bed level/river bed top (as per soundings/reduced levels taken at the commencement of work) to the approved founding level.\n(ii) It shall be ensured that the waste bentonite slurry/ drilled or bored material is pumped off from the premises to locations shown as approved by GVMC by contractor at his own cost. The distance mentioned in description of item shall be the shortest distance from the centre of the building.\n(iii) All channels/tanks made for bentonite circulations shall be filled with approved moorum obtained by contractor at his cost after clearing all bentonite cakes.\n(iv) The contractor may use any approved method as approved by GE for boring without any extra cost to the Govt. The rates for boring of piles shall be inclusive of any method/ casing that may be used by the contractor for bored piles. Nothing extra shall be paid.\n(v) For the purpose of payment of boring/drilling, description of hard rock shall be as given in SSR/particular specification.\n(vi) The size of cutting tool shall not be less than diameter of pile by more than 75 mm.\n(vii) The rates quoted by the contractor shall be inclusive of the rates for the shifting and setting up of piling rig as many times as required. | BI01010001010000000000000515BI0100001134 | ||
| 25 | 1.023 | Carrying out initial load tests on test piles as per standard procedure laid down in IS-2911 by static load test method including compressive strength including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements etc. as specified and directed by GE and submission of reports for a test load of 1475 tonne in non-working areas in the vicinity, including the cost of new piles for 1000mm dia with specification as same as working pile with minimum depth of socketing into the hard rock 2D (Where D is dia of pile) or upto 1.5m depth whichever is higher etc all as specified and as directed. | BI01010001010000000000000515BI0100001135 | 1 | Each |
| 26 | 1.024 | All as per Item No 1.023 here-in-before but for the load of 2025 ton including cost of new pile of 1200mm dia new pile complete.\n | BI01010001010000000000000515BI0100001136 | 1 | Each |
| 27 | 1.025 | All as per Item No 1.023 here-in-before but for the load of 2325 ton including cost of new pile of 1300mm dia new pile complete.\n | BI01010001010000000000000515BI0100001137 | 1 | Each |
| 28 | 1.026 | Carrying out routine load test (working pile) as per standard procedure given in IS-2911 (Part IV) 1985 by static test method for 1000mm dia. Piles for a test load of 885 ton complete all as specified and as directed. | BI01010001010000000000000515BI0100001138 | 1 | Each |
| 29 | 1.027 | All as per Item No 1.038 here-in-before but for the load of 1215 ton for 1200mm dia new pile. | BI01010001010000000000000515BI0100001139 | 3 | Each |
| 30 | 1.028 | All as per Item No 1.038 here-in-before but for the load of 1395 ton for 1300mm dia new pile complete. | BI01010001010000000000000515BI0100001140 | 1 | Each |
| 31 | 1.029 | Removal of excavated material to a distance exc. 5 Km but n. exc. 15.0 Km and depositing where directed complete all as specified and as directed.\nNotes-\n(i) Tenderer shall be sanction GVMC designated places before quoting the tender. If designated place may be varied during execution, no claim shall be entertained on this account.\n(ii) Approval if any to be obtained from GVMC for dumping the excavated material of GVMC designated places, the same shall be obtained by the contractor. Nothing extra shall be paid on this ground.\n | BI01010001010000000000000515BI0100001141 | 1107.3 | Cum |
| 32 | 1.03 | M&L for PCC 1:4:8 type D2 (using 40mm graded Granite stone aggregate) as in foundation filling, mass concrete and underneath pile caps, suspended flooring/slab, beams, plinth protection etc. complete all as specified and as directed. | BI01010001010000000000000515BI0100001142 | 184.25 | Cum |
| 33 | 1.031 | M&L for Providing PCC (1:3:6) type C-1 20mm graded granite stone aggregate as in coping & bed plates complete all as specified and as directed. | BI01010001010000000000000515BI0100001143 | 2 | Cum |
| 34 | 1.032 | M&L for cement concrete 1:3:6 type C-2 (40mm graded granite stone aggregate) in surface channels and drain complete all as specified and as directed. | BI01010001010000000000000515BI0100001144 | 1.5 | Cum |
| 35 | 1.033 | M&L for 100mm thick PCC 1:2:4 type B2 using 40 mm graded granite stone aggregate in sub-floors, sub-bases, floors and pavings including finished even and smooth without using extra cement complete all as specified and as directed. | BI01010001010000000000000515BI0100001145 | 25 | Sqm |
| 36 | 1.034 | M&L for Cement concrete work in pavement/hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm complete all as specified and as directed. | BI01010001010000000000000515BI0100001146 | 152.5 | Cum |
| 37 | 1.035 | M&L for finishing of concrete roads/paved surface by brooming complete all as specified as directed. | BI01010001010000000000000515BI0100001147 | 610 | Sqm |
| 38 | 1.036 | Material and labour for 75mm thick PCC (1:2:4) type B1, using 20mm granite graded stone aggregate as in plinth protection etc complete all as specified and as directed. | BI01010001010000000000000515BI0100001148 | 80 | Sqm |
| 39 | 1.037 | Material and labour for 50mm thick PCC (1:2:4) type B1, using 20mm graded granite stone aggregate as in plinth protection etc complete all as specified and as directed. | BI01010001010000000000000515BI0100001149 | 40 | Sqm |
| 40 | 1.038 | M&L for precast cement concrete cover slabs (for MH covers) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, in PCC (1:2:4) type B-1 using 20mm graded granite stone aggregate set in CM 1:4 complete all as specified and as directed. | BI01010001010000000000000515BI0100001150 | 1.5 | Cum |
| 41 | 1.039 | M&L for reinforced cement concrete (Ready mix concrete) by design mix M-40 grade (Using 20mm graded granite stone aggregate) as in bore holes using portland slag cement with admixture conplast SP-432 A2 or equivalent for piles in tremie method including necessary dewatering, formwork, concrete mixed in RMC plant, transporting, placing, compacting, vibrating etc., complete all as specified and as directed. | BI01010001010000000000000515BI0100001151 | 2238 | Cum |
| 42 | 1.0391 | Notes:\n(i) Design mix shall be as per IS-456-2000 and max size of aggregate shall not exceed 20mm and the slump shall be 150 to 180mm.\n(ii) Reinforcement shall be measured and paid separately.\n(iii) Unit rate shall be deemed to include interalia for preliminary design mix, works test cubes as specified.\n(iv) Minimum cement content shall be 400 Kg/ Cu.m. of concrete for M40 (Piles) using Portland slag cement with minimum slag content of 50% (fifty percent).\n(v) Admixture shall be added as per manufacturer instructions. The rate for Admixture Conplast SP-430-A2 or Equivalent shall be deemed to be included in the quoted rate.\n(vi) The unit rate shall be deemed to include carrying out non-destructive integrity test for 100% of the total number of piles as per IS 14893-2001 by Government Engineering College / IIT Chennai in presence of rep of Accepting Officer and contractor and the test results shall be signed by the all concerned.\n(vii) In case at the time of mix design cement content is increased beyond minimum content given no extra payment will be made.\n(viii) Standard manufactured cover blocks as per IS should be used, Site cast cover blocks shall not be used\n | BI01010001010000000000000515BI0100001152 | ||
| 43 | 1.04 | M&L for reinforced cement concrete of grade M-40 (Design mix using 20mm graded granite stone aggregate) using ready mix concrete including supply and mixing of admixtures, as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, pile caps, suspended floor beams & slabs, plinth protection, basement slabs, under-reamed piles etc. using portland slag cement and handling, conveyance, errection with alignment in true position complete all as specified and as directed. | BI01010001010000000000000515BI0100001153 | 420.72 | Cum |
| 44 | 1.041 | All as per item No.1.040 here-in-before but slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, duct slab, RCC gutter, parapet wall and in shelves and the like complete. | BI01010001010000000000000515BI0100001154 | 160.89 | Cum |
| 45 | 1.042 | All as per item No.1.040 here-in-before but as in columns, Pillars, piers, vertical bands, posts and struts etc complete. | BI01010001010000000000000515BI0100001155 | 196.57 | Cum |
| 46 | 1.043 | All as per item No.1.040 here-in-before but as in floor beams, roof beams, cantilevers, bressumers, middle beams, lintels over 1.5m span and lintel bands etc complete. | BI01010001010000000000000515BI0100001156 | 265.53 | Cum |
| 47 | 1.044 | All as per item No.1.040 here-in-before but as in chajja etc. complete. | BI01010001010000000000000515BI0100001157 | 29.26 | Cum |
| 48 | 1.045 | All as per item No.1.040 here-in-before butas in fins, fascias, louvres, parapets etc complete. | BI01010001010000000000000515BI0100001158 | 75.5 | Cum |
| 49 | 1.046 | All as per item No.1.040 here-in-before butas in landing and waist slab etc complete. | BI01010001010000000000000515BI0100001159 | 16 | Cum |
| 50 | 1.0461 | Notes for item Nos. 1.40 to 1.046:\n(i) Minimum cement content shall be 400 Kg/Cu.m. of concrete for pile caps, suspended floor beams, slabs and footings, platform (Covered under item No.1.040) and shall be 360 Kg/Cu.m .of concrete for M-40 using Portland slag cement with minimum slag content of 50% (fifty percent) for items covered under item Nos. 1.041 to 1.046.\n(ii) Design mix shall be as per IS-456-2000. Maximum size of aggregate shall not exceed 20 mm and slump shall be 50mm to 100mm and maximum water cement ratio 0.4. \n(iii) Unit rate shall be deemed to include for interalia for preliminary design mix and works test cubes.\niv) Reinforcement shall be measured and paid for separately.\n(v) In case at the time of mix design cement content is increased beyond minimum content given no extra payment will be made.\n(vi) Standard manufactured cover blocks as per IS should be used, Site cast cover blocks shall not be used\n | BI01010001010000000000000515BI0100001160 | ||
| 51 | 1.047 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement, incl forms , mould, mitred/stopped ends complete all as specified and as directed.. | BI01010001010000000000000515BI0100001161 | 12 | RM |
| 52 | 1.048 | Chipping of laitance concrete in piles above cut of level upto a maximum of 1m from cut of level and disposal to distance of exc. 10.0Km but n. exc. 15 Km and depositing to location as approved by GVMC complete all as specifed and as directed. | BI01010001010000000000000515BI0100001162 | 75 | Cum |
| 53 | 1.049 | M&L for brick work using fly ash bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed. | BI01010001010000000000000515BI0100001163 | 249.3 | Cum |
| 54 | 1.05 | M&L for brick work using fly ash bricks, straight or curved on plan to any radius in half brick thick walls (100mm thick) built in cement mortar 1 :4 including supply and fixing of 2 Nos of 8mm dia CRS TMT bars at every fourth course of brick work complete all as specified and as directed. | BI01010001010000000000000515BI0100001164 | 55 | Sqm |
| 55 | 1.051 | Use and waste steel formwork to sides of concrete foundations, pile caps, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete complete all as specified and as directed. | BI01010001010000000000000515BI0100001165 | 720 | Sqm |
| 56 | 1.052 | All as per item No.1.051 here-in-before but to soffits of suspended slabs, roof slab floor slabs, landing, balconies, shelves horizontal/sloping and similar works n. exc 200mm thick finished fair and even complete. | BI01010001010000000000000515BI0100001166 | 1492 | Sqm |
| 57 | 1.053 | All as per item No.1.051 here-in-before but to chajja and similar items including edges , flat for fair finished surface of concrete complete. | BI01010001010000000000000515BI0100001167 | 256 | Sqm |
| 58 | 1.054 | All as per item No.1.051 here-in-before but to sides and soffits of floor or roof beams, cantilevers, bressumers, lintel beams, RCC bands etc complete. | BI01010001010000000000000515BI0100001168 | 1260 | Sqm |
| 59 | 1.055 | All as per item No.1.051 here-in-before but to sides of pedestal, pillars, posts, struts, columns stanchions square rectangular or polygonal and the like fair finished complete. | BI01010001010000000000000515BI0100001169 | 1137 | Sqm |
| 60 | 1.056 | All as per item No.1.051 here-in-before but to fins, louvers, fascia etc complete. | BI01010001010000000000000515BI0100001170 | 510 | Sqm |
| 61 | 1.057 | Use and waste of steel form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floors and roofs etc. exc. 10cm but n. exc. 20cm wide for fair finished surfaces of concrete complete all as specified and directed. | BI01010001010000000000000515BI0100001171 | 380 | RM |
| 62 | 1.058 | M&L for reinforcement in any situation using Corrosion resistant TMT steel bars of grade Fe-500D, 10mm dia. and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. or securing with clips complete all as specified and as directed. | BI01010001010000000000000515BI0100001172 | 364879 | Kgs |
| 63 | 1.059 | All as per item No. 1.058 here-in-before but 5mm dia. and over as in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. or securing with clips complete all as specified and as directed. | BI01010001010000000000000515BI0100001173 | 34859 | Kgs |
| 64 | 1.06 | M&L for providing and installing 6mm thick MS liner for bored cast-in-situ concrete piles with necessary stiffeners, driving shoe with continuous welding including cutting, bending welding etc. confirming to Fe-410-W (Gde E-250 Quality B) complete all as specified and as directed.\nNotes:- \n(i) Rate shall be inclusive of cutting the liner at cut off level. The rate is deemed to include for cutting, removal and salvage value of the material so obtained.\n(ii) MS liner shall be driven upto refusal level or -15.00mtr level whichever is lesser irrespective what is shown in the drawing, the occurrence of refusal level will be decided by GE at site based on visual inspection of bailer samples from pile bore hole, past experience and laboratory test result. The decision of GE in this regard will be final and binding.\n(iii) MS liner will be measured and paid up to the cut off level only of pile . Additional MS liner if used for convenience of construction shall be included in the rates quoted. Nothing extra shall be paid separately on this account. | BI01010001010000000000000515BI0100001174 | 268504 | Kgs |
| 65 | 1.061 | M&L Steel rolling shutters, motorized operated type with ball bearing including top cover, anchoring rod, hasp and staple and one shop coat of primer with 1.25 mm laths and guide channels including locking arrangement erected in position complete all as specified and as directed.\n\nNote : Electric motor shall be measured and paid separately in relevant schedule. | BI01010001010000000000000515BI0100001175 | 99 | SQM |
| 66 | 1.062 | M&L Forming 12mm thick Expansion joints filled with pre-formed bituminous filler for 100 mm thick plinth protection and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and directed. | BI01010001010000000000000515BI0100001176 | 40 | 10 RM |
| 67 | 1.063 | S & F MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-410-W (Gde E-250 quality A) complete all as specified and as directed. | BI01010001010000000000000515BI0100001177 | 600 | Kgs |
| 68 | 1.064 | Forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade B complete all as specified and as directed. | BI01010001010000000000000515BI0100001178 | 22 | 10Rm |
| 69 | 1.065 | Supply and fix stainless steel pipes of grade SS 316 L of 50mm dia (wall thickness shall be less than 2mm) as in ladder railing with SS cap at bottom of posts, fabricated, welded and fixed as indicated in drawings including necessary specials and grinding/ buffing at welded portion to match with shining of pipe complete all as specified and as directed. \n\n | BI01010001010000000000000515BI0100001179 | 50 | RM |
| 70 | 1.066 | All as item no 1.065 above but 40mm dia complete. | BI01010001010000000000000515BI0100001180 | 55 | RM |
| 71 | 1.067 | All as per item no. 1065 but 20mm dia complete. | BI01010001010000000000000515BI0100001181 | 115 | RM |
| 72 | 1.068 | Supply and fix stainless steel of grade SS 316 L chequred plates cut to shape required and polished complete all as specified and as directed. | BI01010001010000000000000515BI0100001182 | 1756 | Kgs |
| 73 | 1.069 | Supply and fix stainless steel grade SS 316L for ladder/stairs/frame for window/manhole etc polished made out of different sections including fixing complete all as specified and as directed. | BI01010001010000000000000515BI0100001183 | 948 | Kgs |
| 74 | 1.07 | M&L for mild steel screw bolts(machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, of 11 to 15 mm dia each screwed end to be fitted with washers and one hexagonal or square nut, n exc 40 cm long all as specified and as directed. | BI01010001010000000000000515BI0100001184 | 215 | Kgs |
| 75 | 1.071 | M&L for mild steel screw bolts(machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, of 16 to 20 mm dia each screwed end to be fitted with washers and one hexagonal or square nut, n exc 40 cm long all as specified and as directed. | BI01010001010000000000000515BI0100001185 | 712 | Kgs |
| 76 | 1.072 | S&F for Mild steel bolts diameter of neck exc 20mm but n.exc 25mm, purpose made, with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut, exc 30cm long conforming to Grade -E-250 quality- A all as specified and as directed. | BI01010001010000000000000515BI0100001186 | 300 | Kgs |
| 77 | 1.073 | S&F for Structural steel work in fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of grade Fe-410W grade-E-250 quality- A for EOT cranes complete all as specified and as directed. | BI01010001010000000000000515BI0100001187 | 53771 | Kgs |
| 78 | 1.074 | S&F Anodised Aluminium frame powder coated for doors, windows, ventilators partitions and door/window/ventolator shutters and similar work using standard aluminium sections of approved make, transparent or dyed of required shade according to IS-1868 (minimum anodised coating of grade AC 15), fixed with rawl plugs and aluminium anodised/stainless steel screws or expansion hold fasteners including snap beading and filling up gaps with PVC/neoprene felt. Aluminium sections shall be smooth, rust free, straight mitred and jointed mechanically wherever required including angle cleats, CP brass or stainless steel screws including supply and fix glazing with rubber gasket and panel inserts complete all as specified and as directed.\n\nNote:- supply and fix glazing with rubber gasket and panel inserts shall be measured and paid separately. only aluminium item shall be measured for quantity except hinges, handles, tower bolts etc. | BI01010001010000000000000515BI0100001188 | 2450 | Kgs |
| 79 | 1.075 | S&F aluminium powder coated decorative grill for doors and windows with one or more rebates including jointing cleats/beading 'U' or 'H' channel for fixing etc. complete all as specified and as directed. | BI01010001010000000000000515BI0100001189 | 321 | Kgs |
| 80 | 1.076 | Supply and fixing 5.5mm thick sheet glass of ordinary quality of approved brand and including PVC/Neoprene rubber gasket for glazing, glazing clips in doors, windows, partitions in squares not exc 0.50 Sqm in each pane etc.complete all as specified and as directed. | BI01010001010000000000000515BI0100001190 | 135 | Sqm |
| 81 | 1.077 | All as per Item No 1.076 here-in-before but exc 0.50 sqm each pane complete. | BI01010001010000000000000515BI0100001191 | 30 | Sqm |
| 82 | 1.078 | S&F 12mm thick pre-laminated particle board exterior grade pre-laminated on both sides with decorative choice lamination and fixed in aluminium partitions/doors with aluminium glazing clips complete all as specified and as directed. | BI01010001010000000000000515BI0100001192 | 19 | Sqm |
| 83 | 1.079 | S&F Solid PVC wall lining as in acoustic treatment (sound proof) consting of 5mm thick plain colour PVC sheet inclusive of PVC frames and solvent cement and complete all as specified and as directed.\n\n | BI01010001010000000000000515BI0100001193 | 40 | Sqm |
| 84 | 1.08 | S&F 125mm size butt hinges, extruded aluminium alloy with galvanised mild steel pin, anodised and fixed, type C-21 complete all as specified and as directed. | BI01010001010000000000000515BI0100001195 | 10 | Each |
| 85 | 1.081 | S&F for 150mm long aluminium alloy handles, fabricated type, anodised complete all as specified and as directed. | BI01010001010000000000000515BI0100001196 | 5 | Each |
| 86 | 1.082 | S & F 125mm long aluminium anodised barrel tower bolt complete all as specified and as directed. | BI01010001010000000000000515BI0100001197 | 5 | Each |
| 87 | 1.083 | S & F 200mm long aluminium anodised barrel tower bolt complete all as specified and as directed. | BI01010001010000000000000515BI0100001198 | 5 | Each |
| 88 | 1.084 | S&F Door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and as directed. | BI01010001010000000000000515BI0100001199 | 2 | Each |
| 89 | 1.085 | S&F brass mortice locks, vertical type 100mm size 4 levers complete all as specified and as directed. | BI01010001010000000000000515BI0100001200 | 2 | Each |
| 90 | 1.086 | S&F 250 mm alloy, anodised sliding door bolt with hasp, staple and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded section and fixed complete all as specified and as directed. | BI01010001010000000000000515BI0100001201 | 2 | Each |
| 91 | 1.087 | S&F floor door stopper 150mm long of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and as directed. | BI01010001010000000000000515BI0100001202 | 3 | Each |
| 92 | 1.088 | S&F factory made solid PVC door frame of size 50 mm x47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube supply and fix in openings as per specification and drawing complete all as specified and as directed. | BI01010001010000000000000515BI0100001203 | 30 | RM |
| 93 | 1.089 | S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing complete all as specified and as directed . | BI01010001010000000000000515BI0100001204 | 12 | Sqm |
| 94 | 1.09 | M &L Water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terrace etc., consisting of following sequences of operations on RCC surfaces. \n( a) Roof slab shall be cleaned thoroughly and apply cement slurry@3 kg/sqm. \n(b) Applying a cement plaster of 10 mm thickness in CM 1:4 mixed with water proofing compound finished smooth. \n(c) Clean the surfaces thoroughly and apply a coat of blown grade bitumen @1.2 kg/sqm over bitumen primer @0.5 kg/ sqm. \n(d) Polymeric water proofing (APP membrane) 3 kg/ Sqm shall be laid over the entire surfaces. \n( e) A coat of hot blown bitumen 85/25 grade @1.20 Kg /sqm shall be aapplied over water proofing membrane and finally it shall be finished with a coat of bitumeneous aluminum paint @0.1 kg/sqm. | BI01010001010000000000000515BI0100001205 | 850 | Sqm |
| 95 | 1.091 | M&L for 15mm thick screed bed or bedding layer in CM (1:6) for laying floor finishes complete all as specified and as directed. | BI01010001010000000000000515BI0100001206 | 527 | Sqm |
| 96 | 1.092 | M&L for 40 mm thick vacuum dewatered concrete flooring using M-20 grade design mix concrete by vacuum processing with use of suction mat and vacuum pump and trowelling the surface with skim floater including sprinkling floor hardener @ 5 Kg/Sqm over concrete surface while it is green and the surface finished mechanically even and smooth complete all as directed. | BI01010001010000000000000515BI0100001207 | 900 | Sqm |
| 97 | 1.093 | Supply and application of epoxy resin based anti static self leveling floor topping, consisting of araldite barriers kole primer with 100 microns thickness over and above self level primer 1mm using GY 257 +Aradvr 140+ quartz filler, self adhesive copper tape of size 25mm width and 150mm length at one end of the floor connected to copper earth strip, over and above the primer application of pre formulated conductive base coat applied as conductive under coat at 100 microns thick having surface resistance of 3x10 3ohms to 9x10 3ohms. Top coat 2mm thick using Araldite GY257+ Aradvr 2963 silica floor + Quartz sand + Conductive pigment + pre formulated conductive additives, the top system having surface resistance of less than 50K Ohms, spreading slowly and evenly levelling with serrated trowel including rolling with spike rollers to release the entrapped air to level the trowel marks including cleaning the concrete floor before laying antistatic flooring complete as specified and as directed. | BI01010001010000000000000515BI0100001208 | 900 | Sqm |
| 98 | 1.094 | M&L for flooring with coloured non skid ceramic tiles (shade as approved) 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, set and jointed in neat cement slurry and pointed in white cement mixed with pigments to match the shade of tiles complete all as specified and as directed. | BI01010001010000000000000515BI0100001209 | 125 | Sqm |
| 99 | 1.095 | M&L for glazed ceramic tiles in vertical surface 350x250x7mm set and jointed in neat cement slurry and pointed in white cement mixed with pigments to match the shade of tiles complete all as specified and as directed. | BI01010001010000000000000515BI0100001210 | 180 | Sqm |
| 100 | 1.096 | Material and labour for 20mm thick granite (of any type) work (table rubbed and polished) in steps, jambs pillars, cooking platforms, reception counter, machine cut including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 3 Nos machine cut grooves at each tread as per Typical Drg sheet No DGNP/TD/235, grinding and polishing complete all as specified and as directed. | BI01010001010000000000000515BI0100001211 | 152 | Sqm |
| 101 | 1.097 | M&L for 20mm thick Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including grinding and polishing complete all as specified and as directed. | BI01010001010000000000000515BI0100001212 | 70 | Sqm |
| 102 | 1.098 | M&L for Solid PVC Wall Lining consisting of 5mm thick Plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing complete all as specified and as directed. | BI01010001010000000000000515BI0100001213 | 40 | Sqm |
| 103 | 1.099 | M&L for rendering 5mm in CM 1:3 as in ceiling finished even and fair without using extra cement complete all as specified and as directed. | BI01010001010000000000000515BI0100001214 | 1000 | Sqm |
| 104 | 1.1 | M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:4 finished even and smooth without using extra cement complete all as specified and as directed.\n | BI01010001010000000000000515BI0100001215 | 200 | Sqm |
| 105 | 1.101 | M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:4 mixed with water proofing compound finished even and smooth without using extra cement complete all as specified and as directed.\n\nNote: Supply only WPC will be measured and paid for separately. | BI01010001010000000000000515BI0100001216 | 800 | Sqm |
| 106 | 1.102 | M&L for 15mm thick rendering in two coats, 5mm in CM(1:4) mixed with water proofing compound, over 10mm thick in CM(1:6) on external surfaces and finished even and smooth without using exta cement complete all as specified and as directed.\n\nNote: Supply only WPC will be measured and paid for separately. | BI01010001010000000000000515BI0100001217 | 1750 | Sqm |
| 107 | 1.103 | M&L for rendering 15mm thick in CM(1:4) on on brick work surfaces, finishing the surface even and smooth without using extra cement complete all as specified and as directed. | BI01010001010000000000000515BI0100001218 | 70 | Sqm |
| 108 | 1.104 | Supply only Integral Water Proofing Compound complete. | BI01010001010000000000000515BI0100001219 | 170.04 | Kgs |
| 109 | 1.105 | M&L for preparing and applying two coats of distemper oil emulsion including chalk whitening preparatory to distempering on surfaces of ceiling boards/ceilings all as specified and as directed. | BI01010001010000000000000515BI0100001220 | 1000 | Sqm |
| 110 | 1.106 | Preparing of newly plastered surfaces of walls and applying two coats of oil bound distmper over a coat of primer and 3mm thick wall putty complete all as specified and as directed. | BI01010001010000000000000515BI0100001221 | 1950 | Sqm |
| 111 | 1.107 | M& L For Preparation of newly plastered surfaces of walls and applying two coats of exterior emulsion with anti fungal properties weather a coat paint over of primer complete all as specified and as directed. | BI01010001010000000000000515BI0100001222 | 1750 | Sqm |
| 112 | 1.108 | Material and Labour for preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed. | BI01010001010000000000000515BI0100001223 | 200 | Sqm |
| 113 | 1.109 | Preparing new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of primer complete all as specified and as directed. | BI01010001010000000000000515BI0100001224 | 300 | Sqm |
| 114 | 1.11 | Supply and fix Galvanised steel water tubing 15 mm bore medium grade conforming to IS:1239 (Part I) including all fittings (such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc) and fixed to walls/ceilings/ laid on floors including testing complete all as specified and as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001225 | 96 | RM |
| 115 | 1.111 | All as per Item No. 1.110 above but 20mm bore complete. | BI01010001010000000000000515BI0100001226 | 120 | RM |
| 116 | 1.112 | Supply and fix 40mm bore High density polyethylene (HDPE) pipes of pressure rating 6 kgf/sq. cm including all fitings fixed to wall or laid in floor complete as directed. | BI01010001010000000000000515BI0100001227 | 20 | RM |
| 117 | 1.113 | S&F chromium plated pillar taps suitable for 15mm bore pipe, fancy type, cast copper alloy with capstan heads, screwed down high pressure with or without lettered Hot or cold with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed.\n | BI01010001010000000000000515BI0100001228 | 4 | Each |
| 118 | 1.114 | S&F Bib taps suitable for 15mm bore pipes, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed, but fancy type complete all as specified and as directed. \n | BI01010001010000000000000515BI0100001229 | 4 | Each |
| 119 | 1.115 | S&F vitreous china wash down water closet pan EWC (pedestal pattern) with 'P' or 'S' trap including plastic water closet seat black closed pattern with flat bottom, Jet Spray etc complete all as specified and as directed.\n\nMade of JAQUAR Model No SLS-WHT 0318 or its equivalent as specified. | BI01010001010000000000000515BI0100001230 | 4 | Each |
| 120 | 1.116 | S&F Toilet paper holder coloured of vitreous china box type fixed to walls with chromium plated brass screws complete all as specified and as directed.\n | BI01010001010000000000000515BI0100001231 | 4 | Each |
| 121 | 1.117 | S&F Cardiff Health Faucet (Cat No T9941A1 Make Parryware) with and incl connecting hose 2.0 Ft long (Cat No T991999 Make Parryware) and Jet angle valve Cat No (T 9914A1) and hook fixed to wall complete all as specified and as directed.\n | BI01010001010000000000000515BI0100001232 | 4 | Each |
| 122 | 1.118 | S&F brass chromium plated Tubular towel rail, 60cm long between flanges complete all as specified and directed..\n\nMake: Model No T6001A of PARRYWARE MAKE OR EQUIVALENT OF Jagaur/cera as approved by GE. | BI01010001010000000000000515BI0100001233 | 4 | Each |
| 123 | 1.119 | M&L for Vitreous china white half stall type urinal with grating and unions for discharge pipe line including 32 mm dia PVC polythene pipe of suitable length from the urinal to trap of below including necessary jointing complete all as specified and as directed. \n\nMade of JAQUAR Model no URS-WHT 0701 or its equivalent as specified. | BI01010001010000000000000515BI0100001234 | 4 | Each |
| 124 | 1.12 | M&L for Bevelled edge mirror 600mmx450mm of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and as directed. | BI01010001010000000000000515BI0100001235 | 4 | Sqm |
| 125 | 1.121 | S&F PVC valve less, syphonic action type low level flushing cistern, 10 ltrs capacity, white with inlet ball valve, float and handle soft touch type including brackets, PVC flush pipe etc complete fixed with CP brass screws complete all as specified and as directed. | BI01010001010000000000000515BI0100001236 | 4 | Each |
| 126 | 1.122 | S & F 110mm dia PVC (SWR), EWC connector bent type and jointed with solvent cement complete all as specified and as directed. | BI01010001010000000000000515BI0100001237 | 4 | Each |
| 127 | 1.123 | M&L for Vitreous china wash hand basin flat back, white including brackets, cutting for and pinning in ends of brackets , 40mm dia CP brass waste fittings complete all as specified and as directed. \n\nMake JAQUAR Model no FNS-WHT 0606 or its equivalent as specified. | BI01010001010000000000000515BI0100001238 | 4 | Each |
| 128 | 1.124 | S&F 75mm bore PVC (SWR) soil, waste, rain water and vent pipes, single socketed in any length as required with rubber ring joints laid in trenches or in floors complete all as specified and as directed. | BI01010001010000000000000515BI0100001239 | 50 | RM |
| 129 | 1.125 | All as per item no 1.124 here-in-before but 110mm bore complete. | BI01010001010000000000000515BI0100001240 | 270 | RM |
| 130 | 1.126 | S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall with bracket complete all as specified and as directed. | BI01010001010000000000000515BI0100001241 | 90 | RM |
| 131 | 1.127 | All as per Item No. 1.126 here-in-before but 110mm bore as in rain water pipe complete. | BI01010001010000000000000515BI0100001242 | 120 | RM |
| 132 | 1.128 | S&F 75mm bore PVC (SWR) bends of any radius complete all as specified and as directed. | BI01010001010000000000000515BI0100001243 | 10 | Each |
| 133 | 1.129 | All as per item no 1.128 here-in-before but 110mm dia complete. | BI01010001010000000000000515BI0100001244 | 20 | Each |
| 134 | 1.13 | S&F 75mm bore PVC (SWR) branch pieces, (single Y), equal or unequal ordinary or inverted with oval acces door complete all as specified and as directed. | BI01010001010000000000000515BI0100001245 | 4 | Each |
| 135 | 1.131 | All as per item no 1.130 here-in-before but 110mm dia complete. | BI01010001010000000000000515BI0100001246 | 4 | Each |
| 136 | 1.132 | S&F PVC (SWR) vent cowl for 75mm including jointing with solvent cement complete all as specified and as directed. | BI01010001010000000000000515BI0100001247 | 4 | Each |
| 137 | 1.133 | All as per Item No. 1.132 here-in-before but 110mm dia complete. | BI01010001010000000000000515BI0100001248 | 4 | Each |
| 138 | 1.134 | S&F PVC(SWR) floor/nahani trap 75mm size wih grating including jointing to waste pipe with solvent cement complete all as specified and as directed . | BI01010001010000000000000515BI0100001249 | 10 | Each |
| 139 | 1.135 | M&L for PVC (SWR) gully trap 125/110mm size with grating, setting and jointed with solvent cement complete all as specified and as directed. | BI01010001010000000000000515BI0100001250 | 3 | Each |
| 140 | 1.136 | S&F 15mm bore 450mm long PVC water connection pipe with PTMT nuts complete all as specified and as directed . | BI01010001010000000000000515BI0100001251 | 12 | Each |
| 141 | 1.137 | M&L for Rotational moulded polyethylene water storage tank capacity 1000 Ltr (cylindrical vertical with closed top) triple layered, ISI marked, hoisted and fixed in position including all fittings such as 20 mm tank nipple, 20mm ball valve tank cover etc complete all as specified and as directed. | BI01010001010000000000000515BI0100001252 | 4 | Each |
| 142 | 1.138 | M & L for concrete bed to drain pipes including packing under and haunching in cement concrete (1:3:6) type C2 using 40mm graded granite stone aggregate for 200mm bore pipes complete all as specified and as directed. | BI01010001010000000000000515BI0100001253 | 120 | RM |
| 143 | 1.139 | M & L for RCC pipes of class NP2 laid and jointed of 200mm bore with collars complete all as specified and as directed. | BI01010001010000000000000515BI0100001254 | 120 | RM |
| 144 | 1.14 | M & L for construction of 50 users Septic Tank, excvation in any type of soil, foundation with PCC 1:2:4 type B1, RR Masonry built in CM 1:4 in stages, RCC Slab with M-40 design mix, RCC cover slab of 150 mm thick 1:2:4 type B1 with 10mm dia TMT CRS bar @ 150mm C/C bothway for both Septic Tank and Manhole, AC Vent Cowls 75 mm dia with 2 mtrs long 75 mm dia vent pipe of AC as per Dgr Sheet No DGNP-TD-213 1/1 etc complete all as specified and as directed. | BI01010001010000000000000515BI0100001256 | 1 | Each |
| 145 | 1.141 | M & L for sokage Well of size dia 3m and depth 2.4m, excavation in any type of soil, foundation with PCC 1:4:8 type D2, 380 mm thick RR uncoursed, well bonded, beded and solidely hearted masonry built in CM 1:4, RCC cover slab of 150 mm thick 1:2:4 type B1 with 10mm dia TMT CRS bar @ 150mm C/C bothway, 800mm dia RCC removable covers including filling the sokage well with brick bats upto 45cm below the ground level as per drg sheet No DGNP-TD-202 1/1 complete all as specified and directed. | BI01010001010000000000000515BI0100001257 | 1 | Each |
| 146 | 1.142 | SUB TOTAL OF SCHEDULE \"A\" Part - I | BI01010001010000000000000515BI0100001258 | ||
| 147 | 2 | SCHEDULE \"A\" PART - II [INTERNAL ELECTRIFICATION] | BI01010001010000000000000515BI0100001259 | ||
| 148 | 2.01 | M&L for point wiring with 1.5 Sq.mm. (nominal cross sectional area) FRLS PVC insulated unsheathed cable with copper conductor, single core multi stranded 1100 V grade confirming to IS 694-1977 (For Phase and neutral) drawn in concealed conduit including provision of 20mm dia. rigid PVC conduit as per IS 9537 (Part-I 1983) with conduit accessories, including concealed terminal boxes fabricated 2mm thick MS sheet fitted with 3mm thick Hylam sheet top cover for fixing switches including 1.5 Sqmm single core PVC unsheathed cable with multi stranded copper conductor as earth condunity conductor and connected to common earth dolly complete all as specified and as directed. | BI01010001010000000000000515BI0100001264 | 120 | Point |
| 149 | 2.02 | All as per item No. 2.01 but with 1.5 sqmm one light controlled by 2-way switches including 1.5 Sqmm one single core as earth continuity conductor and connected to common earth dolly complete all as specified and as directed. | BI01010001010000000000000515BI0100001265 | 14 | Point |
| 150 | 2.03 | All as per Item No 2.01 here-in-above but with 1.5 sqmm for 5 Amp switch socket combination with 1.5sqmm single core PVC unsheathed cable with multi stranded copper conductor as earth continuity conductor and connected to comomn earth dolly complete all as specified and as directed. | BI01010001010000000000000515BI0100001266 | 20 | Point |
| 151 | 2.04 | All as per Item No 2.01 here-in-above but with 2.5 sqmm for 5/15 Amp switch socket combination complete including 2.5sqmm one single core PVC unsheathed cable with multi stranded copper conductor as earth continuity conductor and connected to common earth dolly complete all as specified and as directed.. | BI01010001010000000000000515BI0100001267 | 12 | Point |
| 152 | 2.05 | All as per item No. 2.01 but with 4 sqmm for metal clad Switch socket including 4.0 Sqmm one single core as earth continuity conductor and connected to common earth dolly complete all as specified and as directed. | BI01010001010000000000000515BI0100001268 | 5 | Point |
| 153 | 2.06 | M&L for provision of metal clad enclosure with 2 pin and earth plug and socket complete with SP MCB 20 Amps complete all as specified and as directed. | BI01010001010000000000000515BI0100001269 | 5 | Point |
| 154 | 2.07 | Supply and fix 5A 230V flush type switch Single pole , One way complete all as specified and as directed. | BI01010001010000000000000515BI0100001270 | 120 | Each |
| 155 | 2.08 | All as per item No. 2.07 here in before but 2 way complete all as specified and as directed. | BI01010001010000000000000515BI0100001271 | 28 | Each |
| 156 | 2.09 | Supply and fix 5 A 230V switch/ Socket outlet multi purpose flush type complete all as specified and as directed. | BI01010001010000000000000515BI0100001272 | 20 | Each |
| 157 | 2.1 | Supply and fix switch socket outlet multi purpose 3 pin 15 amp and one pin 5 amp controlled by one switch complete all as specified and as directed. | BI01010001010000000000000515BI0100001273 | 12 | Each |
| 158 | 2.11 | Supply & fix surface mounted LED FTL fitting 1 x 40W including fixing arrangement like PVC round blocks, screws etc and connecting copper cable from ceiling rose to light fitting complete all as specified and as directed.\n\nCat Part No. LHEXACP7IN1N1W036 of Havells or its equivalent as specified. | BI01010001010000000000000515BI0100001274 | 48 | Each |
| 159 | 2.12 | Supply & fix surface mounted LED fitting 1 x 15W including fixing arrangement like PVC round blocks, screws etc and connecting copper cable from ceiling rose to light fitting complete complete all as specified and as directed.\n\nCat Part No. KHEXACP7IN1N1W020 of Havells or its equivalent as specified. | BI01010001010000000000000515BI0100001275 | 10 | Each |
| 160 | 2.13 | S & F Air Circulator fans (wall mounted type) 230 volts single phase oscillating 450 mm sweep suitable for wall mounting with suitable connecting cable to ceiling rose complete all as specified and as directed. | BI01010001010000000000000515BI0100001276 | 10 | Each |
| 161 | 2.14 | S & F Air Circulator fans (wall mounted type) 230 volts single phase oscillating 600 mm sweep suitable for wall mounting and connecting with suitable cable to ceiling rose complete all as specified and as directed. | BI01010001010000000000000515BI0100001277 | 10 | Each |
| 162 | 2.15 | Supply & fix Pedestal type Air Circulator fans 230 volts single phase oscillating 450 mm sweep suitable for wall mounting with suitable connecting 3 core copper cable from ceiling rose complete all as specified and as directed. | BI01010001010000000000000515BI0100001278 | 10 | Each |
| 163 | 2.16 | Supply and fix ceiling fan 1200mm Energy efficient with stepped type electronic regulator and extension down rod complete all as specified and as directed. | BI01010001010000000000000515BI0100001279 | 16 | Each |
| 164 | 2.17 | Material and labour for provision of heavy duty exhaust fans energy efficient of size 230 V, 450 mm sweep with louvers including connecting with suitable copper cable and PCC work complete all specified and as directed. | BI01010001010000000000000515BI0100001280 | 6 | Each |
| 165 | 2.18 | Material and labour for provision of heavy duty exhaust fans energy efficient of size 230 V, 300 mm sweep with louvers including connecting with suitable copper cable and PCC work complete all specified and as directed. | BI01010001010000000000000515BI0100001281 | 8 | Each |
| 166 | 2.19 | M&L for circuit/ sub main wiring with two runs of 6.00 Sq.mm. nominal cross section area FRLS PVC insulated unsheathed cable with copper conductor, single core multi stranded 1100 V along with one run of 6.00Sq.mm. FRLS PVC insulated unsheathed cable with copper conductor, single core multi stranded as earth wire through and including 25mm dia rigid PVC concealed conduit medium grade and accessories complete all as specified and as directed.\n\nNote :- Two runs of cable as specified, one run of earth wire and one run of conduit shall be measured as one unit. | BI01010001010000000000000515BI0100001282 | 250 | RM |
| 167 | 2.2 | All as per item No 2.19 here in before but two run of 4.00 sqmm and one run of 4.00 sqmm as earth wire complete.\n\n | BI01010001010000000000000515BI0100001283 | 500 | RM |
| 168 | 2.21 | M & L for Sub-main wiring with 4 run of 6.0 sqmm cable PVC insulated unsheathed 1100 V grade multi stranded copper conductor including one run 6.00sqmm cable PVC unsheathed 1100 V grade multi stranded copper conductor as earth wire and drawing into and including in 32 mm rigid PVC conduit medium grade including accessories and earth wire complete all as specified and as directed by Engr-in-charge.\n\nNote :- Four runs of cable as specified, one run of earth wire and one run of conduit shall be measured as one unit. | BI01010001010000000000000515BI0100001284 | 150 | RM |
| 169 | 2.22 | S&F High bay LED fittings of 140 W including hanging arrangement/fixing arrangement for fixing of light fitting as indicated by channels, clamps, nuts & bolts etc complete including connecting copper cable of suitable size from ceiling rose to light fittings complete.\n\nModel No. SAUCER NEO P120W LED 75760BLTG | BI01010001010000000000000515BI0100001285 | 36 | Each |
| 170 | 2.23 | Supply and fixing DB TPN 6 way (Double door) comprising the following (a) MCCB TP 63 Amp 16 KA - 01 No ( Incoming) \n(b) RCCB upto 40 Amp ,SPN - 05 Nos (c) MCB upto 40 Amp ,SP - 10 Nos | BI01010001010000000000000515BI0100001286 | 3 | Each |
| 171 | 2.24 | Supply and fixing DB SPN 8 way (Double door) comprising the following (a) RCCB upto 40 Amp 10 kA - 01 No ( Incoming) (b) MCB upto 40 Amp 10 kA - 06 Nos | BI01010001010000000000000515BI0100001287 | 6 | Each |
| 172 | 2.25 | S&F MCB DB SPN 4 ways with provn of MCB Isolator 40 Amps -1No, MCB SP 6-40 Amps-4 Nos | BI01010001010000000000000515BI0100001288 | 4 | Each |
| 173 | 2.26 | M&L for earthing with galvanized steel earth plate electrode 600x600x6.3mm thick buried directly in ground earth pit not less than 2.25m deep below ground level with top edge of the plate not less than 1.5m below normal ground level connected to galvanized iron strip 4 mm GI wire by means of nuts, bolts, checknuts, washers of galvanized iron or steel all as shown in electrical Plate No 3 of SSR Part-I connected to earthing test point including excavation/earth work in any strata PCC chamber with PCC cover slab with 15mm bore GI protection pipe complete all as specified and as directed. | hmvghkghBI01010001010000000000000515BI0100001289 | 15 | Each |
| 174 | 2.27 | S & F of Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit / pipe or fixed to poles or any other indicated suituation for loop earthing etc. as required 4 mm Galvanised iron wire complete all as specified and as directed.. | BI01010001010000000000000515BI0100001290 | 50 | RM |
| 175 | 2.28 | M & Lfor celing rose surface bakelite 65 x 50 mm having 3 terminal complete all as specified and as directed. | BI01010001010000000000000515BI0100001291 | 120 | Each |
| 176 | 2.29 | Material and labour for Flame proof point wiring with 2.5 Sq mm (nominal area) PVC insulated unsheathed FRLS cable with copper conductor, single core multi stranded 1100 V grade confirming to IS 694 : 1977 drawn in concealed/surface stove enamelled steel conduit of size 20 mm dia with all accessories like solid Elbows, saddles etc including 20 mm metallic flexible pipe at the connecting point where necessary and 2.5 Sqmm one single core PVC unsheathed FRLS cable with multi stranded copper conductor as earth continuity conductor and connected to common earth dolly complete all as specified and as directed. | BI01010001010000000000000515BI0100001292 | 4 | Point |
| 177 | 2.3 | S & F Switch flame proof rotary type with termination box in LM6, 16A, Single pole 230 V all as specified and as directed. | BI01010001010000000000000515BI0100001293 | 4 | Each |
| 178 | 2.31 | M&L for Fluorescent tube light fitting flameproof type FLP - WP of T5 2 x 28 W including integral reflector made of alluminium ally LM 6 with electronic ballast, bipin holders, connector block, fixing arrangement with back plate etc and all accessories pre-wired and including connecting up with twin core twisted flexible copper FRLS conductor with suitable size in flexible metal pipe of suitable size all as specified and directed. | BI01010001010000000000000515BI0100001294 | 4 | Each |
| 179 | 2.32 | SUB TOTAL OF SCHEDULE \"A\" Part - II | BI01010001010000000000000515BI0100001295 | ||
| 180 | 3 | SCHEDULE \"A\" PART - III [EXTERNAL ELECTRIFICATION] | BI01010001010000000000000515BI0100001296 | ||
| 181 | 3.01 | Supply and laying in trenches or ducts or passing through the pipe, testing and commissioning of cable XLPE insulated PVC bedded, galvanised steel strip or wire armoured electric power cable (heavy duty) 1100V grade with stranded aluminium conductor of size 3.5 core 240 Sqmm complete all as specified and as directed. | BI01010001010000000000000515BI0100001297 | 150 | RM |
| 182 | 3.02 | All as per item No. 3.01 here-in-before but of size 3.5 core 150 Sqmm complete all as specified and as directed. | BI01010001010000000000000515BI0100001298 | 200 | RM |
| 183 | 3.03 | All as per item No. 3.01 here-in-before but 3.5 core 95 Sqmm complete all as specified and as directed. | BI01010001010000000000000515BI0100001299 | 250 | RM |
| 184 | 3.04 | All as per item No. 3.01 here-in-before but 3.5 core 50 Sqmm complete all as specified and as directed. | BI01010001010000000000000515BI0100001300 | 150 | RM |
| 185 | 3.05 | All as per item No. 3.01 here-in-before but 4 core 25 Sqmm complete all as specified and as directed. | BI01010001010000000000000515BI0100001301 | 200 | RM |
| 186 | 3.06 | Supply install and test and commissioning of LT Panel factory made cubical type, floor mounted fabricated out of 2 mm thick CRCA sheet of minimum thickness and front opening door with locking arrangement and painted epoxy powder coated paint with suitable aluminum bus bar of 1800 Amps capacity for 3 phase, 4 wire system, having separate compartments for each switch gear, metering equipments, CT coils etc complete and also provision for two spare compartments suitable for 200A capacity MCCB complete with the following including dismantling of existing old panel:-\n\nIncoming :-\n(a) ACB 1600 A, Draw-out manual type- 01\nOutgoing:-\n(a) ACB 630 A, Draw-out manual type - 01\n(b) MCCB 4 pole,350 Amp 36 kA - 01\n(c) MCCB 4 pole, 100 Amp 16 kA - 02\n(d) MCCB 4 pole,63 Amps 16 kA - 05 \n(e) MCCB 4 pole, 40 Amps 16 kA - 04\n | BI01010001010000000000000515BI0100001302 | 1 | Each |
| 187 | 3.07 | Supply install and test and commissioning of LT Panel factory made cubical type, floor mounted fabricated out of 3 mm thick CRCA sheet of minimum thickness and front opening door with locking arrangement and painted epoxy powder coated paint with suitable aluminum bus bar of 650 Amps capacity for 3 phase, 4 wire system, having separate compartments for each swich gear complete and also provision for two spare compartments suitable for 200A capacity MCCB complete with the following:-\n\nIncoming :-\n(a) MCCB 4 pole, 400 Amp 35 kA - 01\nOutgoing:-\n(a) MCCB 4 pole, 200 Amp 35 kA - 01\n(b) MCCB 4 pole, 63 Amp 25 kA - 06\n(c) MCCB 4 pole, 32 Amp 16 kA - 03\n(d) MCCB 4 pole,100 Amp 25 kA - 02 \n(e) Digital metering eqpt like frequency, voltmeter and ameter with RYB indicator and phase selector.\n | BI01010001010000000000000515BI01000013023256897421258 | 1 | Each |
| 188 | 3.08 | Supply and fix cable jointing kit for 11 KV (Earthed) grade cable for indoor termination cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured Al conductor cable of size 50 sqmm to 120 sqmm complete all as specified and as directed. | BI01010001010000000000000515BI0100001304 | 2 | Each |
| 189 | 3.09 | M&L for rough excavation not exceeding 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed. | BI01010001010000000000000515BI0100001305 | 192 | Cum |
| 190 | 3.1 | M& L removing excavated material (soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. | BI01010001010000000000000515BI0100001306 | 91 | Each |
| 191 | 3.11 | Supply, install, test and commissioning of Solar Street Light system LED luminaire of 30W with in built SCC/MPPT 100Wp SPV panel 12.8 V 45AH Li FE P04 battery HDG 5 mtr tubular pole and necessary coping and civil foundation complete all as specified and as directed. | BI01010001010000000000000515BI0100001307 | 4 | Each |
| 192 | 3.12 | M&L for sand cushioning below cable and levelling and ramming complete all as specified and as directed. | BI01010001010000000000000515BI0100001308 | 98 | Cum |
| 193 | 3.13 | Supply and laying reinforced pre cast concrete cable cover, class LV Type I flat size 250 mm x 150 mm x 40 mm complete all as specified and as directed. | BI01010001010000000000000515BI0100001309 | 7600 | Each\n |
| 194 | 3.14 | S&F hot dip galvansed perforated cable tray 75X50mm made out of 2 mm thick including mounting accessories complete all as specified and as directed. | BI01010001010000000000000515BI0100001310 | 750 | RM |
| 195 | 3.15 | SUB TOTAL OF SCHEDULE \"A\" Part - III | BI01010001010000000000000515BI0100001311 | ||
| 196 | 4 | SCHEDULE \"A\" PART - IV [EXTERNAL WATER SUPPLY] | BI01010001010000000000000515BI0100001312 | ||
| 197 | 4.01 | M&L for ISI marked 100mm bore medium grade galvanised tube with all fitings, laid in trenches complete all as specified and as directed. | BI01010001010000000000000515BI0100001313 | 80 | RM |
| 198 | 4.02 | All as per item No 4.01 here-in-before but 50mm bore complete. | BI01010001010000000000000515BI0100001314 | 200 | RM |
| 199 | 4.03 | All as per item No 4.01 here-in-before but 25mm bore coomplete. | BI01010001010000000000000515BI010000131465654645 | 200 | RM |
| 200 | 4.04 | Supply and fixing of Sluice valve, flanged type, class PN 1.6 of size 100 mm dia including steel spindle with head, iron wheel, gland with gland packing, etc and necessary fixing arrangement like rubber gasket etc., complete all as specified and as directed. | BI01010001010000000000000515BI0100001315488 | 6 | Each |
| 201 | 4.05 | Supply and fixing of Sluice valve, flanged type, class PN 1.6 of size 50mm dia including steel spindle with head, iron wheel, gland with gland packing, etc and necessary fixing arrangement like rubber gasket etc., complete all as specified and as directed. | BI01010001010000000000000515BI01000013158887 | 2 | Each |
| 202 | 4.06 | Material and labour for cutting existing CI/DI pipe line of sizes 100 mm and inserting CI/DI tees 100x100x100 mm dia both end spigot socket and other side flanged in ground/walls/floor etc including testing complete all as specified and as directed. | BI01010001010000000000000515BI0100001316 | 1 | Job |
| 203 | 4.07 | Supply and fixing reducer T joint 150x150x100mm for branch pipe including making opening 150mm dia from existing ring main sea water line complete all as specified and as directed. | BI01010001010000000000000515BI0100001317 | 3 | Each\n |
| 204 | 4.08 | M&L for valve chamber including excavation in any type of soil, spreading, levelling and refilling etc. PCC (1:4:8) type D2 for foundation, brick work of one brick thick wall in CM (1:4) including internal plaster 15mm thick in CM (1:4) external plaster 15mm thick(1:4) and providing coping in PCC (1;2:4) type B1, angular iron frame of size 50x50x6mm with 3mm thick MS plate cover complete including locking arrangements and having FRP coating of 2mm thick on both inside and outside surfaces complete as specified for the size of chamber 1000mm x 1000mm x 600mm complete all as specified and directed. | BI01010001010000000000000515BI0100001318 | 1 | \n Job |
| 205 | 4.09 | S & F 2000 Litres capacity of rotational moulded polyethylene water storage tank (Cylindrical vertical with closed top) triple layered ISI marked, hoisted and fixed in position (nearly top of the building) complete including foundation & float valve complete all as specified and as directed. | BI01010001010000000000000515BI0100001319 | 2 | Each\n |
| 206 | 4.1 | S&F Cock, bib, brass, screwed down 25 mm (1”) dia pipe complete all as specified and as directed. | BI01010001010000000000000515BI0100001320 | 3 | Each |
| 207 | 4.11 | SUB TOTAL OF SCHEDULE \"A\" Part - IV | BI01010001010000000000000515BI0100001321 | ||
| 208 | 5 | SCHEDULE \"A\" PART - V [FIRE FIGHTING] | BI01010001010000000000000515BI0100001322 | ||
| 209 | 5.01 | M&L for MS ERW pipe 150mm bore with all accessories like socket, spigots, joints complete all as specified and as directed. | BI01010001010000000000000515BI0100001323 | 300 | RM |
| 210 | 5.02 | S&F fire hydrants landing valve, type 'B' (single head outlet) of 63mm dia of size confirming to IS-5290(Brass) complete all as specified and as directed. | BI01010001010000000000000515BI0100001324 | 9 | Each |
| 211 | 5.03 | S&F hose box Made of 18 gauge MS sheet 800X600X250 with double door with 4mm thick glasses and door frame made of 16 gauge MS sheet painted fire red out side and brilliant white inside complete all as specified and as directed. | BI01010001010000000000000515BI0100001325 | 15 | Each |
| 212 | 5.04 | M & L fire hose of synthetic fiber 15 mtrs, 63 mm dia as per IS:636 with IS mark including gunmetal coupling (male and female parts) with copper winding confirming to IS:903 complete all as specified and as directed .. | BI01010001010000000000000515BI0100001326 | 15 | Each |
| 213 | 5.05 | S & F fire hydrants stand post 80mm Dia GI / MS both flanged type 1.5m Height with provision of single outlet confirming to IS-908 complete all as specified and as directed. | BI01010001010000000000000515BI0100001327 | 9 | Each |
| 214 | 5.06 | Supply and Fixing AFFF fire extinguisher 9 ltrs capacity cartridge type as per IS 15683 with IS mark as per Naval pattern type complete all as specified and as directed. | BI01010001010000000000000515BI0100001359 | 15 | Each |
| 215 | 5.07 | Supply and Fixing CO2 fire extingusher 4.5 KG capacity with Hose & Horn type as per IS 15683 with IS mark as per Naval pattern type complete all as specified and as directed. | BI01010001010000000000000515BI0100001360 | 17 | Each |
| 216 | 5.08 | Supply and Fixing DCP fire extinguisher 9 Kg capacity with ISI marked complete all as specified and as directed. | BI01010001010000000000000515BI0100001361 | 12 | Each |
| 217 | 5.09 | Supply and fixing CO2 fire extingusher 22.5 Kg capacity complete with initial charge, gunmetal cap, discharge hse with nozzel, wall fixing brackets etc complete all as specified and directed. | BI01010001010000000000000515BI0100001362 | 2 | Each |
| 218 | 5.1 | Supply and Fixing AFFF type fire extinguisher-mechanical foam type 50 Ltrs capacity complete with initial charge, gun metal cap, discharge hose with nozzle with wall fixing bracket etc complete all as specified and directed. | BI01010001010000000000000515BI0100001363 | 2 | Each |
| 219 | 5.11 | M&L for fabrication and errecion fire stand of suitable size made out of angle iron/channel and paint wit 2 coats of post office red colour synthetic enamel paint over a coat of red oxide primer and lettering with white paint including Galvanised MS fire bucket 14 Ltr Capacity-02 Nos complete all as specified and as directed. | BI01010001010000000000000515BI0100001364 | 16 | Job |
| 220 | 5.12 | SUB TOTAL OF SCHEDULE \"A\" Part - V | BI01010001010000000000000515BI0100001366 | ||
| 221 | 6 | SCHEDULE \"A\" PART VI- [LIGHTING PROTECTION] | BI01010001010000000000000515BI0100001367 | ||
| 222 | 6.1 | Supply & fix single pointed air termination Aluminium rod, 12 mm dia, 300 mm long complete all as specified and as directed. | BI01010001010000000000000515BI0100001368 | 15 | Each |
| 223 | 6.2 | M & L for Aluminium strip 25 x 3 mm with saddles and fixing screws etc for roof conductors and down conductors above aground including procelian insulators complete all as specified and as directed. | BI01010001010000000000000515BI0100001369 | 400 | RM |
| 224 | 6.3 | M&L for earthing with galvanized steel earth plate electrode 600x600x6.3mm thick buried directly in ground earth pit not less than 2.25m deep below ground level with top edge of the plate not less than 1.5m below normal ground level connected to galvanized iron strip 25X4 by means of nuts, bolts, checknuts, washers of galvanized iron or steel all as shown in electrical Plate No 3 of SSR Part-I connected to earthing test point including excavation/earth work in any strata PCC chamber with PCC cover slab with 15mm bore GI protection pipe but all as directed. | BI01010001010h000000000000515BI0100001289 | 6 | Each |
| 225 | 6.4 | M&L for Test point terminal block made of gun metal or phosphorus bronze size 75 x 75 x 25 mm drilled and screwed including 3 nos 8 mm dia 25 mm long hex head screw including test box of 300 x 250 x 30 mm for fixing test terminal block made of MS sheet 3 mm thick complete all as specified and as directed. | 313 | 6 | Each |
| 226 | 6.5 | M&L for ISI marked 100mm bore medium grade galvanized tube with all fittings, laid in trenches complete all as specified and as directed. | 1323 | 30 | RM |
| 227 | 6.6 | SUB TOTAL OF SCHEDULE \"A\" Part - VI | BI01010001010000000000000515BI0100001371 | ||
| 228 | 7 | SCHEDULE \"A\" PART - VII [CRANE] | BI01010001010000000000000515BI0100131313454001431 | ||
| 229 | 7.1 | design fabricate supply erect test and commissioning of 30/5 ton capacity crane push button and radio remote control system complete with span of of 12 mtr (approx.), long travel of 78 mtr and lift hook 12mtr from floor level including supply laying of crane track rail of suitable cross section on gantry girder including auxiliary hoist, three phase, electrically operated with connected accessories like rope drum, steel wire rope, sheaves, pulleys, hydraulic thruster brake, single phase preventer, overload relay, SFU, air brake contactor, main hoist motor, micro hoist motor, cross travel motor, long travel motor, lifting hook, service platform, ladders, buffers etc. all as specified and directed including the following:-\n\n(a) Design, supply, install, test and commissioning, DSL system with PVC shrouded bus bar for 3 phase and neutral including earth bus system all as specified suitable for 30/5 ton EOT crane\n(b) Supply of tools as per the list of OEM specifications.\n(c) Supply of spare for two year operation and normal maintenance as per the list of OEM specifications.\n(d) Provision of LT power cable of suitable size from the panel board to crane.\n(e) Provision of additional push button system with interlocking wiring etc. complete as per OEM specification.\n(f) Main hoist speed - 3 Mtr/3min (g) Main creep peed - 0.3 Mtr/min\n(h) Long travel speed - 10 Mtr/min (j) Long creep speed - 1 Mtr/min \n(j) Cross travel speed - 10 Mtr/min (l) Cross creep speed - 1 Mtr/min\n | BI01010001010000000000000515BI0100001432 | 1 | Job |
| 230 | 7.2 | SUB TOTAL OF SCHEDULE \"A\" Part - VII | BI01010001010000000000000515BI0100001444221456874512354 | ||
| 231 | 8 | SCHEDULE \"A\" PART - VIII [AIR CONDITIONING] | BI01010001010000000000000515BI010000143144318764 | ||
| 232 | 8.1 | Design, Supply, installation, commissioning and testing of air cooled package air conditioner comprising of Hermetica/semi hermetically sealed reciprocating or hermetically sealed scroll compressor with microprocessor based control including hard drawn copper refrigerant piping with rubber insulation, grills and dampers, electrical inter connection between indoor and outdoor units including necessary arrangement of fixing outdoor unit, suitable for operation on R407C/R-0A/Eco-friendly as per the latest policy in vague refrigerants and of normal capacity as shown 11 TR including the following:- \n \n(a) Suitable GI sheet metal duct with all accessories, like vanes, canvass connections.\n(b) Suitable powder coated alluminum extruded supply air/ return air grills\n(c) Volume control dampers and collar dampers and fire dampers.\n(d) Thermal insulation of 50mm thick aluminum foil fiber glass material of suitable density and thickness.\n(e) Outdoor unit supporting frames made of MS angle iron with corrosive resistance painting.\n(f) Power and control cable of suitable size.\n(g) Boxing of indoor unit with gypsum board of suitable size with all necessary accessories.\n(h) HDPE drain pipe of suitable sizes.\n(j) 4 way load bank with suitable MCCBs as incoming/outgoing with suitable earthing. | BI01010001010000000000000515BI010000143212458848 | 3 | Job |
| 233 | 9.4 | SUB TOTAL OF SCHEDULE \"A\" Part - VIII | BI01010001010000000000000515BI0100001444 |
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