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| 1 | EARTHWORK IN EXCAVATIONEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 4 | PLAIN CEMENT CONCRETE WORKS :Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived fromnatural sources) |
| 6 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).complete as directed. |
| 7 | REINFORCED CEMENT CONCRETE WORKSProviding and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 10 | STEEL REINFORCEMENTSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 13 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform |
| 14 | FORM WORKCentering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts |
| 15 | MASONARY WORKS :Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 17 | Half Brick masonary with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor level VCement mortar 1:3 (1 cement : 3 coarse sand) |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 19 | STEEL WORKSteel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes |
| 20 | FLOORING Cement Concrete Flooring (1:2:4) (1 cement : 2 Coarse sand : 4 graded stone aggregates) finished with a floating coat of neat cement, including cement slurry but excluding the cost of nosing of steps etc. complete40 mm thick with 20 mm nominal size stone aggreagates |
| 21 | FLOORING 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 22 | SHEET ROOFINGProviding corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces),excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 23 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 24 | Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.1.60 mm thick with zinc coating not less than 350 gm/m² |
| 25 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete: Barge board (Upto 300 mm) |
| 26 | CEMENT PLASTER (IN COARSE SAND)12 mm cement plaster of mix1:4 (1 cement: 4 coarse sand) |
| 27 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) |
| 28 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENTCement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster |
| 29 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENTCement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster |
| 30 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer |
| 31 | Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 32 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 33 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.75 mm diameter |
| 34 | Providing and fixing on wall face unplasticised-PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion.Bend 87.5°75 mm bend |
| 35 | Providing and fixing on wall face unplasticised-PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion.Shoe Plain75 mm shoe |
| 36 | TREE PLANTSProviding and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 37 | Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. |
| 38 | ANTI-TERMITE TREATMENTPre construction anti - termite treatment at the bottom of foundation pits and walls on either side up to a height of 300mm from bottom of the excavation made for column plinth beam, wall, trenches etc. by applying the emulsion @ 5 (five) litres per square meter of the surface area before starting construction work (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution. |
| 39 | ANTI-TERMITE TREATMENTPre construction anti - termite treatment by applying in the entire levelled area after plinth filling and before laying floor by applying the emulsion @ 5 (five) litres per square meter of the surface to be spread with light rodding so as to ensure proper absorption by the filled up earth (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. a) With aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution. |
| 40 | BRICKSOLINGProviding soling under floor for ground floor onlywith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete.(a) Brick on flat soling |
| 41 | PLINTH PROTECTION WORKSProviding drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified.i) 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm. |
| 42 | EARTHWORK Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 43 | Clearing and grubbing road land including uprooting wild vegetation,grass, bushes, shrubs, saplings and trees of girth upto 300 mm,removal of stumps of such trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal anddisposal of top organic soil not exceeding 150 mm in thickness asper Technical Specification Clause 201.(i) By Manual Means(A) In area of non thorny jungle |
| 44 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVCinsulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 45 | GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERSGranular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material |
| 46 | Water Bound Macadam Sub-base/baseWBM Grading IIUsing stone screening Type-B 11.2 mm for Gr.IIProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(A) By Manual Means |
| 47 | Water Bound Macadam Sub-base/baseWBM Grading IIIUsing stone screening Type-B 11.2 mm for Gr.IIIProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(A) By Manual Means |
| 48 | CEMENT CONCRETE PAVEMENTInter locking concrete Block pavement(A) Interlocking pavement block(i) Providing and laying interlocking concrete blockpavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(a) Including Edge block/ Edge restraints |
| 49 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPainting lines, dashes, arrows, etc. on roads in two coats on new work with sqm 85.60 ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 50 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheetduly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete asper direction of Engineer-in-Charge. |
| 51 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete. |
| 52 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.50 mm nominal dia Pipes |
| 53 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge40 mm nominal dia Pipes |
| 54 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 55 | BRASS FITTINGSProviding and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore. |
| 56 | C.P.V.C. PIPESProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia Pipes |
| 57 | C.P. BRASS FITTINGSProviding and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal boreTable Top Basin (Jaquar Make)CONTINENTALCNS-WHT-905Table Top Basin,Size: 420 x 420 x 155 mm |
| 58 | PVC PIPES,BENDS,JUNCTIONS,TEES ETC.Supplying, fitting and fixing PVC pipes of Double Socket Pipes (Supreme/Prince) or other ISIapproved including joining ,fitting and fixing with clamps etc.as necessary completeat all levels including below G.L as directed and specified.(i) 75 mm dia. |
| 59 | Supplying fiting and fixing 87.5 degree PVC bendwith doorof (Supreme/Prince) or other ISI approvedincluding joining , fittingand fixing etc. as necessary complete at all levels including below G.L. as directed and specified.(i) 75 mm dia. |
| 60 | Supplying fiting and fixing PVC Plain single tee of (Supreme/ Prince) or other ISI approved including joining, fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. (a) 75 mm dia. |
| 61 | Supplying fiting and fixing PVC coupler of (Supreme / Prince)or other ISI approvedincluding joining , fittingand fixing etc. as necessary complete at all levels including below G.L. as directed and specified. (a) 75 mm dia |
| 62 | MOTOR PUMP SETAquagold Series (CROMPTON MAKE)Supplying including installation, connection as approved by the Deptt., testing and commissioning of MOTOR PUMP SET (HORIZONTAL) with nessecary accessories complete as directed and specified by the deptt.Supplying including installation, connection as approved by the Deptt., testing and commissioning of MOTOR PUMP SET (HORIZONTAL) with nessecary accessories complete as directed and specified by the deptt.Specifications Technical Catref = Aquagold 100-33Power (Kw) = 0.75Power (HP) = 1Supply Phase = 1Pipe Size (mm) = 25 x 25No of stages = 1Head range (m) = 6-33Discharge Range = 1800-400 LPHWarranty = 12 Months |
| 63 | Havells 1 HP Single Phase Dol StarterSupplying including installation, connection as approved by the Deptt., testing and commissioning of Havells 1 HP Single Phase Dol Starter complete as directed and specified by the deptt.FeaturesPhase : 1 PhaseType of Product : Single Phase Dol StarterPower (HP) : 1 HPAux. Voltage : 140 V - 270 V |
| 64 | Raising low site with approved soil obtained from outside by truck carriage including breaking clods, dressing compacting etc. complete including paying necessary land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity etc. complete as directed and specified, including forest royality. (Forest royality shall be reimbrushed on production of necessary certificate from the forest authority duly countersigned by D.F.O. concerned).Other than Guwahati City |
| 65 | SOLAR POWERSupplying including installation, testing and commissioning of Solar Street light as per following specification and as directed by the Department.KENBROOK SOLAR9 w Solar Street LightParticular DescriptionSolar Light = 9 wattSolar Panel = 50 wattSolar Battery = 40 AHLED Bulb = 9 NosGI Pole = 5 MeterCharge Controller = 12 volt inbuiltSensor = Dusk to Dawn inbuiltAccessories = Panel structure, wire, connectors = nut bolts etc.Backup Time = 24 hoursWarranty = 5 years for complete and 25 years for Solar Panel.Delivery = 7 days |
| 66 | WEEP HOLEProviding weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 67 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia |
| 68 | Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. |
| 69 | Providing and placing in position filters of 40 mm diameter G.I. pipewith brass strainer of approved quality. |
| 70 | A provisional sum of Rs. 5,04,000.00 (Rupees Five Lakhs Four Thousand Only) for resettlement of existing temporary market sheds and ESMP requirements is provided and to be operated and expended in whole or in part as per the instruction of Engineer. |
