Uttarakhand Project Development And Construction Corporation limited has published Tender For Civil Works Including Hm Works For Construction Of 150.6 M High Concrete Gravity Dam And Appurtenant Works Across River Gola Of Jamrani Dam Project In Distt Nainital (Uttarakhand). Submission Date for this Tender is 25-04-2024. Dam Work Tenders in haldwani Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-Mar-2024 | Extension of Pre Bid Meeting date | Date | 30-03-2024 |
| 2 | 19-Mar-2024 | Extension of Key Dates | Date | 15-04-2024 |
| 3 | 19-Mar-2024 | BOQ Corrigendum | BOQ | 15-04-2024 |
| 4 | 20-Mar-2024 | Annexures of Prebid Queries | Other | 15-04-2024 |
| 5 | 08-Apr-2024 | Amendment in Technical Bid | Technical Bid | 15-04-2024 |
| 6 | 14-Apr-2024 | Amendments in Key Dates | Date | 19-04-2024 |
| 7 | 18-Apr-2024 | Amendments in Dates | Date | 25-04-2024 |
| 8 | 24-Apr-2024 | Procedure in Online Bid Submission | Other | 25-04-2024 |
| Sl. No. | Item Description |
| 1 | Dewatering of surface construction sites /As per Technical Specification SECTION B.1 (1.3.2/1.4.1) |
| 2 | Dewatering of Diversion Tunnels /As per Technical Specification SECTION B.1 (1.3.3/1.4.2) |
| 3 | Ordinary Excavation forDam all other open structure /As per Technical SpecificationSECTION B.2(2.3.1/2.10.3) |
| 4 | Rock Excavation for Dam all other open structure /As per Technical Specification SECTION B.2 (2.3.2/2.10.4) |
| 5 | Dental Excavation /As per Technical Specification SECTION B.2 (2.3.3/2.10.7) |
| 6 | Rock excavation in Diversion Tunnel As per Technical Specification SECTION B.3(3.8.1/3.8.2/./3.15.1/3.15.2) |
| 7 | Wire-Mesh (100 * 120 mm opening) SECTION B.3 , 3mm mesh wire dia |
| 8 | Common Excavation forDiversion Tunnel /As per Technical Specification SECTION B.3 (3.8.1/3.8.2/./3.15.1/3.15.2) |
| 9 | Open Excavation In Inlet Portals for DT as per Technical SECTION B.3(2.3.1/2.10.3) |
| 10 | Rock anchors (25 mm dia.)-Length up to 3 m /As per Technical Specification (4.5.2/4.10.1/4.10.2) |
| 11 | Rock anchors (25 mm dia.)-Length more than 3 m /As per Technical Specification (4.5.2/4.10.1/4.10.2) |
| 12 | Rock anchors (32 mm dia.) Length up to 6 m /As per Technical Specification (4.5.2/4.10.1/4.10.2) |
| 13 | Rock anchors (32 mm dia.) Length more than6m /As per Technical Specification (4.5.2/4.10.1/4.10.2) |
| 14 | Rock anchors (36 mm dia.) Length up to 6 m /As per Technical Specification (4.5.2/4.10.1/4.10.2) |
| 15 | Rock anchors (36 mm dia.) Length more than 6 m /As per Technical Specification (4.5.2/4.10.1/4.10.2) |
| 16 | Rock bolts25 mm dia. Length up to3.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2) |
| 17 | Rock bolts25 mm dia. Length more than 3.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2) |
| 18 | Rock bolts32 mm dia. Length up to6.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2) |
| 19 | Rock bolts32 mm dia. Length more than 6.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2) |
| 20 | Rock bolts36 mm dia Length up to6.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2) |
| 21 | Rock bolts36 mm dia Length more than 6.0 m /As per Technical Specification (4.5.3/4.10.1/4.10.2) |
| 22 | Steel Fibre reinforced shotcrete (SFRS) As per Tech Specifications Section B.5 (5.1/5.17) |
| 23 | Plain shotcrete as support system in Abutments/As per Technical Specification Section B.5 (5.1/5.17) (50mm & 100mm thick) |
| 24 | Guniting / Asper Tech Specifications Section B.5 (5.11/5.17) |
| 25 | Colcrete in U/s Coffer Dam (Cement mortar 1:3)/As per Technical Specification Section B.6 (6.8/6.10) |
| 26 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire (8 Gauge) conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-incharge. (As per PWD Uttarakhand specifications) |
| 27 | Rock fill (D/s In Coffer Dam) /As per Technical Specification Section B.6 (6.2/6.10) |
| 28 | Un compacted backfill /As per Technical Specification Section B.6 (6.3/6.10) |
| 29 | Compacted backfill /As per Technical Specification Section B.6(6.3/6.10) |
| 30 | Rip Rap /As per Technical Specification Section B.6 (6.4/6.10) |
| 31 | Boulder pitching /As per Technical Specification(no fragment weighing less than 25Kg) Section B.6 (6.6/6.10) |
| 32 | Drillling for Curtain Grouting (76mm Dia)in Coffer Dam -(Section B.7 7.8.2./7.8.4.6/7.9.7) |
| 33 | Curtain Grouting /As per Technical Specification Section B.7 (7.8.4.6/7.9.7) |
| 34 | Drillling for Curtain Grouting (76mm Dia) in Main DAm (80% by General Drill)(Section B.7, 7.8.2./7.8.4.6/7.9.7) |
| 35 | Drillling for Curtain Grouting (76mm Dia) in Main Dam(20% USING Diamond core drilling)(Section B.7, 7.8.2/7.8.4.6/7.9.7) |
| 36 | Curtain Grouting /As per Technical Specification (Section B.7, 7.8.4.6/7.9.7) in Main Dam |
| 37 | Drilling Consolidation Grouting (38mm dia) inCoffer Dam (General Drill)-Section B.7, (7.8.2./7.8.4.4/7.9.6) |
| 38 | Consolidation grouting in coffer dam and all structures /As per Technical Specification Section B.7, (7.8.4.4/7.9.6) |
| 39 | Drilling Consolidation Grouting (38mm dia) in Main Dam (General Drill)-Section B.7, (7.8.2./7.8.4.6/7.9.7) |
| 40 | Consolidation grouting in dam and all structures /As per Technical Specification Section B.7 (7.8.4.4/7.9.6) |
| 41 | Grouting operation in Coffer dam /As per Technical Specification Section B.7 (7.8/7.9) |
| 42 | Grouting operation in main dam /As per Technical Specification Section B.7 (7.8/7.9) |
| 43 | S/I of PVC pipes for drainage /As per Technical Specification Section B.7 (7.9.9) |
| 44 | S/I of drain hole outlet devices /As per Technical Specification Section B.7 (7.9.9) |
| 45 | S/I of perforated G.I pipes in drainageholes 100mm /As per Technical Specification Section B.7 (7.9.9) |
| 46 | Drilling NX size in depth up to 100m /As per Technical Specification (7.8.2.2/7.9.10)- Core Drill |
| 47 | Drilling BX size in depthup to 100m /As per Technical Specification (7.8.2.2/7.9.10) - Core Drill |
| 48 | Core recovery /As per Technical Specification (7.8.2.2/7.9.10) |
| 49 | Drilling of 76 mm dia. hole length up to 40 m depth /As per Technical Specification (7.8.2.2/7.9.10) |
| 50 | Drilling of 100 mm dia. holes with percussion drill up to 40 m depth /As per Technical Specification (7.8.2.2/7.9.10) |
| 51 | Drilling of 200 mm dia. holes with any type of drill up to 100 m depth/As per Technical Specification (7.9.9/7.9.10) |
| 52 | Drilling of 300 mm dia. holes with any type of drill up to100 m depth/As per Technical Specification (7.9.9/7.9.10) |
| 53 | Water pressure test/Lugeon Test /As per Technical Specification (7.8.3/7.9.12) |
| 54 | Embedded pipes & fittings /As per Technical Specification (7.9.13) |
| 55 | Dam Mass Concrete of grade M15/A80 for /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1) |
| 56 | Concreteof grade M20/ A40 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1) |
| 57 | Concrete of M20|A40 In coffer dam (9.5/9.16.1/9.16.2/9.17.1) |
| 58 | Concrete of M20|A20In coffer dam (9.5/9.16.1/9.16.2/9.17.1) |
| 59 | Concreteof grade M20/ A20 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1) |
| 60 | Concreteof grade M25 /A80 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1) |
| 61 | Concreteof grade M25 /A40 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1) |
| 62 | Concreteof grade M30 /A20 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1) |
| 63 | Concreteof grade M30 /A40 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1) |
| 64 | Concreteof grade M30/A20 grade for Elevator Shaft, Staircase & Trunion beam |
| 65 | Concreteof grade M40 /A20 /As per Technical Specification (9.5/9.16.1/9.16.2/9.17.1) |
| 66 | High performance concrete(HPC) M60 /As per Technical Specification (9.5/9.5.2/9.17.2) |
| 67 | PCC M20 in Lining in Diversion Tunnel /As per Technical Specification (9.5/9.16.3/9.17.3) |
| 68 | Cement Concrete Block M20 (2.5 *2.5 *1.5)-(9.5/9.16.3/9.17.3) |
| 69 | Super plasticizer(Type F)/As per Technical Specification (9.4.4/9.17.13) |
| 70 | Super plasticizer(Type G)/As per Technical Specification (9.4.4/9.17.13) |
| 71 | PC Based Adhmixture for HPC (9.4.4/9.17.13) |
| 72 | Bentonite (7.7.3/7.9.7) |
| 73 | Air entraining agent /As per Technical Specification (9.4.4/9.17.13) |
| 74 | Providing, fabricating and placing in position HYSD reinforcement steel for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, binding with 1.25mm diameter annealed steel wire, welding wherever required, including cost of all materials, machinery, labour, complete and as directed with all leads and lifts. /As per Technical Specification (11/11.12)- for U/s and D/s Coffer Dams |
| 75 | Providing, fabricating and placing in position HYSD reinforcement steel for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, binding with 1.25mm diameter annealed steel wire, welding wherever required, including cost of all materials, machinery, labour, complete and as directed with all leads and lifts. /As per Technical Specification (11/11.12)- For Main Dam |
| 76 | Structural Steel- ISMB , 150mm In Diversion Tunnel for Class IV rock |
| 77 | Structural Steel-Lattice Girder for DT (4.8.2) |
| 78 | Structural Steel Ribs for DT (4.8.3) |
| 79 | PVC water stops300 mm wide/As per Technical Specification Section B.12 (12.5.1/12.7) |
| 80 | PVC water stops230 mm wide /As per Technical Specification Section B.12 (12.5.1/12.7) |
| 81 | Furnishing and Placing Metal Seals Section B.12 (12.5.2/12.7) |
| 82 | Joint Sealing Compound (Bituminous) Section B.12 (12.5.4/12.7) |
| 83 | Joint Filler Section B.12 (12.5.3/12.7) |
| 84 | Steel pipes up to 150 mm dia. /As per Technical Specification Section B.13 (13.7.1/13.9.2) |
| 85 | Steel pipes above 150 mm dia. /As per Technical Specification Section B.13(13.7.1/13.9.2) |
| 86 | G.I Pipe up to 150 mm dia. /As per Technical Specification Section B.13 (13.5.2/13.9.2) |
| 87 | G.I Pipe above150 mm dia./As per Technical Specification Section B.13 (13.5.2/13.9.2) |
| 88 | Miscellaneous steel sections/As per Technical Specification Section B.13(13.7.2/13.9.3) |
| 89 | Water tight steel covers ,frames, gates and grating /As per Technical Specification Section B.13 (13.7.3/13.9.4) |
| 90 | Hand rails/As per Technical Specification Section B.13 (13.7.4/13.9.5) |
| 91 | Ladders and climbing irons /As per Technical Specification Section B.13 (13.7.6/13.9.6) |
| 92 | Erection hooks /As per Technical Specification Section B.13 (13.7.7/13.9.7) |
| 93 | Steel anchoring /As per Technical Specification Section B.13 (13.7.8/13.9.8) |
| 94 | Steel liner in spillway gates inlet and Dam /As per Technical Specification Section B.13(13.7.9/13.9.9) |
| 95 | Metal works supplied by others /As per Technical Specification (13.8/13.9.10) |
| 96 | Fencing & Gates /As per Technical Specification (15.2/15.7.2) |
| 97 | Drilling Drainage Holes in Galleries (7.2.1/7.8/7.9) |
| 98 | Concrete pipes /Concrete pipe fully embedded in concrete- up to 200 mm dia. /As per Technical Specification(15.3/15.7.3) |
| 99 | Concrete pipes /Concrete pipe fully embedded in concrete- above 200 mm dia. /As per Technical Specification(15.3/15.7.3) |
| 100 | Concrete drain pipes on concrete & sand base - up to 200 mm dia. /As per Technical Specification(15.3/15.7.3) |
| 101 | Concrete drain pipes on concrete & sand base -above 200 mm dia. /As per Technical Specification(15.3/15.7.3) |
| 102 | Concrete cable channels (M20/A20) /As per Technical Specification (15.4/15.7.4) |
| 103 | PVC Pipes 75 mm nominal dia. /As per Technical Specification (15.5/15.7.5) |
| 104 | PVC Pipes 100mm nominal dia./As per Technical Specification (15.5/15.7.5) |
| 105 | PVC Pipes 150 mm nominal dia./As per Technical Specification (15.5/15.7.5) |
| 106 | Rock paving in mortar /As per Technical Specification Section B.16 (16.2/16.8.1) |
| 107 | Boulder filling in gabions with GI wire crate(32kg/10 sqm) /As per Technical Specification Section B.16 (16.3/16.8.2) |
| 108 | Random rubble masonry in 1:3 Cement mortar/As per Technical Specification Section B.16 (16.4.1/16.8.4) |
| 109 | Random rubble masonry in 1:4 Cement mortar/As per Technical Specification Section B.16 (16.5/16.8.6) |
| 110 | Course rubble masonry in 1:3 Cement mortar /As per Technical Specification Section B.16 (16.5/16.8.6) |
| 111 | Cementious Composite Geo-synthetic carpet (CCGC) 8mm thick/ As per Technical Specification Section B.16 (16.9) |
| 112 | Cementious Composite Geo-synthetic carpet (CCGC) 5mm thick/ As per Technical Specification Section B.16 (16.9) |
| 113 | Providing material and casting micropile of 20cm dia and length 20m below pile cap of specified grade design mix cc including a cost of casing pipe, the cost of shoe and length of pile to embedded in the pile cap etc. complete concreting by machine batching, maching mixing using admixture in recommended proporation etc. with all labour material, concrete including as per approved drawing specification and direction of engineer incharge |
| 114 | Radial Gates (8m x10m) for spillway may be provided at barrage for passing the design flood, regulate flow and operate at partial opening under all water level condition, Associated seals shall confirm to IS 11855. |
| 115 | Hydraulic hoisting arrangement with hydraulic cylinder (140 T), hydraulic power pack with all accessories and oil filtering unit is adopted including testing and commissioning. Hoiting system shall conform to IS 10210 |
| 116 | In order to carrry out the inspection and maintenance of all the radial gates complete system related to lowering of step-log gate shall be provided including the stop-log gate segments, embedded componenets, lifting beam & air vent pipe as well as the moving gantry crane. Stop-log gating system shall conform to IS 9349. The gantry crane shall conform to IS 3177 and the seals shall conform to IS 11855 |
| 117 | The trash racks may be provided at the entrance of intake to protect turbines against entry of debries in to the water conducting system. The trash racks shall conform to IS 11388. |
| 118 | Power Intake gate (2m x 2.15m) conforming to IS 4622 may be provided at intake structure. The power gate shall be operated by independent rope drum hoist conforming to IS 6938. The associated seals shall conform to IS 11855. The intake service gate shall usually remain open to feed water to the powerhouse. The intake service gate shall be designed for opening the closing under unbalaced head conditiones. |
| 119 | Intake bulkhead gate conforming to IS 4622 may be provided at the upstream of intake service gate to undertake maintenance of the intake service gate. The Intake Bulkhead Gate shall be operated by independent rope drum hoist conforming to IS 6938. The associated seals shall conform to IS 11855. The intake Bulkhead Gate shall to be closed under unbalaned head conditions & lifting under under balaned head. |
| 120 | Diversion Tunnel gate (4.05m x 8.1m) conforming to IS 4622 may be provided at intake structure. Diversion Tunnel Gate shall be operated by independent rope drum hoist conforming to IS 6938. The associated seal shall conform to IS 11855. The Diversion Tunnel gate shall usually remain open to feed water to the powerhouse. The Diversion Tunnel gate shall be designed for opening and closing under unbalanced head conditions. |
| 121 | Fabrication, supply, erection, testing and commissioning of Penstock of diameter 1.2m to 1.7m and having length of 153m approx (material ASTM A-537) |
| 122 | All readial gates shall be provided with SCADA enabled individual hoisting system. Radial gates shall conform to IS 4623 |
| 123 | Diesel Generating set (325 KVA) with all accessories and mounting frame for installation. |
| 124 | All type of T&P, Special tools, spare parts requried for maintenance of H&M system may be included. |
| 125 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 126 | 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) : 6 graded stone aggregate 20 mm nominal size) |
| 127 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of centering and shuttering - up to floor five level. |
| 128 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 129 | 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) : 3 graded stone aggregate 20 mm nominal size) |
| 130 | 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) : 3 graded stone aggregate 20 mm nominal size). |
| 131 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform |
| 132 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 133 | 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) |
| 134 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 135 | Brick work 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 in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 136 | 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) |
| 137 | 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. |
| 138 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 139 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws |
| 140 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood |
| 141 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :20 mm dia (heavy type) |
| 142 | Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to steel windows by welding |
| 143 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. |
| 144 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of perture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading |
| 145 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300 x 16 mm |
| 146 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish (Barrel type) with necessary screws etc. complete : 200x10 mm |
| 147 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm |
| 148 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete |
| 149 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS:3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete |
| 150 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 151 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile B Fixing with adjustable lugs with split end tail to each jamb |
| 152 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge. Profile C Fixing with adjustable lugs with split end tail to each jamb |
| 153 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes |
| 154 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 155 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. |
| 156 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete. |
| 157 | Providing and fixing 1st quality ceramic glazed floor 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 includingpointing in white cement mixed with pigment of matching shade complete. |
| 158 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm |
| 159 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm |
| 160 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-ChargePolished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 161 | 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 |
| 162 | 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. 110 mm diameter |
| 163 | 12 mm cement plaster of mix1:6 (1 cement: 6 coarse sand) |
| 164 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 165 | 12 mm cement plaster finished with a floating coat of neat cement :1:3 (1 cement: 3 fine sand) |
| 166 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 167 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 168 | Pointing on stone work with Raised and cut pointing cement mortar 1:3 (1 cement : 3 fine sand). |
| 169 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 170 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm. |
| 171 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. |
| 172 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work. |
| 173 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 174 | Painting with synthetic enamel paint one or more coats on old work of approved brand and manufacture of required colour to give an even shade. |
| 175 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-ChargeDoor chowkhats. |
| 176 | Windows chowkhats. |
| 177 | Clerestory window chowkhats. |
| 178 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge |
| 179 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge |
| 180 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - chargeNominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 181 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge |
| 182 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below |
| 183 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :15 mm to 40 mm nominal bore |
| 184 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge:Up to 150 mm diameter |
| 185 | Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge |
| 186 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead |
| 187 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead |
| 188 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 189 | Constructing masonry Chamber 60 x 60 x 75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 190 | Supplying and fixing C.I. cover with frame for manholes : 455 x 610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 191 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard designWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 192 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15 |
| 193 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side |
| 194 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 195 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Anodized (AC 15) aluminium |
| 196 | Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in- charge Anodized (AC 15 ) aluminium |
| 197 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 198 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge |
| 199 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 200 | Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. including supply of all materials, labour, t & p & royality etc, required for proper completion of work (As per PWD Uttarakhand specifications). |
| 201 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification |
| 202 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in-Charge. (As per PWD Uttarakhand specifications) |
| 203 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in-charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG |
| 204 | Pointing with cement mortar (1:3) on Stone work/ brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 205 | Providing and laying seal coatwith Emulsionsealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per Technical Specification Clause 510 |
| 206 | Preparation of Foundation for EmbankmentScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 207 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means |
| 208 | Prime Coat Low porosity :- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 209 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 210 | Providing laying and rolling of Open-Graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agregates using Bitumen Emulsion (Medium Setting MS Grade complying with IS:8887) to required line , grade and level to serve as wearing course on previously prepared base ,including mixing in a suitable plant, lying and rolling with a three wheel 80-100 KN static roller capacity , finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.2 |
| 211 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (Hand mixing) |
| 212 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause Nominal mix 1:2:4 (Hand mixed) |
| 213 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause R.C.C grade M20 (1:2:4) |
| 214 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses |
| 215 | Plastering with cement mortar (1:4), 15 mm thick on Sone Masonry/brickwork in substructure as per technical specification. |
| 216 | Providing 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 |
| 217 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 |
| 218 | Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 |
| 219 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications |
| 220 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever requiredWhite Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests |
| 221 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap |
| 222 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510 x 1040 mm bowl depth 250 mm |
| 223 | Providing and fixing 100 mm sand cast Iron grating for gully trap |
| 224 | Providing and fixing 600 x 450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 225 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 226 | Providing and fixing floor mounted, white vitreous china single piece double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge 17.81 |
| 227 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore. |
| 228 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 20 mm dia nominal bore. |
| 229 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore. |
| 230 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore |
| 231 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter |
| 232 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 20 mm nominal bore |
| 233 | 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 |
| 234 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931.15 mm nominal bore |
| 235 | Providing 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 bore |
| 236 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 237 | Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge |
| 238 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour 15 mm nominal bore with 45 cm length |
| 239 | 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 10 mm gap for thermal expansion. 12.42.5.1 Bend 87.5° 75 mm bend |
| 240 | 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 10 mm gap for thermal expansion. 12.42.5.2 Bend 87.5° 110 mm bend . |
| 241 | 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 10 mm gap for thermal expansion. 12.42.3.2 Single tee with door 110x110x110 mm |
| 242 | 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 10 mm gap for thermal expansion. 12.42.3.1 Single tee with door 75x75x75 mm |
| 243 | 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 10 mm gap for thermal expansion. 12.42.1.1 Coupler 75mm Coupler |
| 244 | 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 10 mm gap for thermal expansion. 12.42.1.2 Coupler 110 mm |
| 245 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 12.43.1 75 mm |
| 246 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 12.43.2 110 mm |
| 247 | 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 10 mm gap for thermal expansion. 12.42.6.2 110 mm Shoe. |
| 248 | Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required. |
| 249 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required Group A |
| 250 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed medium class PVC conduit, 2 way piano type switch,phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. |
| 251 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 252 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 253 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 254 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required 1 x 1.5 sq. mm |
| 255 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required 5/6 amps switch |
| 256 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required |
| 257 | Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required. |
| 258 | Supplying and fixing brass batten/ angle holder including connection etc. as required |
| 259 | Supplying and fixing call bell/ buzzer suitable for single phase 230 V, complete as required |
| 260 | Supplying and fixing following way, single pole and neutral sheet steel MCB distribution board, 240 V, on surface/ recess complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 8 way, Double door |
| 261 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole |
| 262 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required 63 A |
| 263 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required |
| 264 | Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) |
| 265 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire . |
| 266 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 100 mm dia nominal bore.Heavy Duty(Class "C" ) |
| 267 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bor |
| 268 | Cleaning of drain including labour and T&P etc,work done by direction of engineer-in-chage . |
| 269 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 270 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm nominal bore |
| 271 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 80 mm nominal bore |
| 272 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 50 mm dia |
| 273 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 80 mm dia |
| 274 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 100 mm dia |
| 275 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm nominal bore. |
| 276 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm nominal bore. |
| 277 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) |
| 278 | Street Lighting(Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.)For fixing in Footpath |
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