Tender For Village Infrastructure Upgradation And Facilities Development At Khola, Kangsali, Sandana, Dharkot, Mandan Negi
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Nov 2026
33 days left
EMD
1.10 Crore
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tehri Garhwal → Uttarakhand
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Tender for Village Infrastructure Upgradation And Facilities Development At Khola, Kangsali, Sandana, Dharkot, Mandan Negi
BOQ
| Sl. No. | Item Description |
| 1 | Sandana Village |
| 2 | Entrance Gate |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in all kinds of soil. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in Ordinary Rock. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for all work up to plinth level : |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works up to Plinth Level. |
| 8 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 9 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | 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) |
| 18 | Cement Plaster in (Fine Sand) |
| 19 | 12 mm cement plaster :1:6 (1 cement : 6 Fine sand) |
| 20 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. |
| 21 | 8 mm thick, Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble |
| 22 | Supply and Installation of Shingles of Approved make, design and sizes and as per instrcution of Engineer-in-charge. |
| 23 | Providing and fixing exterior decorative WPC Panels as per approved design and make and as per direction of Engineer-in-charge. |
| 24 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 25 | Pathway Upgradation |
| 26 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 27 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 |
| 28 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 |
| 29 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. |
| 30 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 31 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 32 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. |
| 33 | Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. |
| 34 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 35 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 36 | For Grading I Material |
| 37 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 38 | PCC Grade M15 |
| 39 | Providing and fixing 20x20x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of Engineer-in-charge. |
| 40 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 41 | PCC M15 for Kerb base |
| 42 | PCC M20 for Kerb (Cast in Situ) |
| 43 | Construction of CC Toe Wall of Height 450 mm at road edges with PCC base as per drawing and direction of Engineer-in-Charge |
| 44 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 45 | Plaster & Painting on Village Walls |
| 46 | 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. |
| 47 | Cement Plaster in (Coarse Sand) |
| 48 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 49 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 50 | Renovation of Panchayat Bhavan |
| 51 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge. |
| 52 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 53 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 54 | In cement mortar |
| 55 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 56 | Of area 3 sq. metres and below |
| 57 | Of area beyond 3 sq. Metres |
| 58 | 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 1:4 (1 cement : 4 coarse sand) |
| 59 | 12 mm cement plaster of mix ( in coarse sand) |
| 60 | 1:4 (1 cement: 4 coarse sand) |
| 61 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 62 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 63 | 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-Charge. |
| 64 | Door chowkhats |
| 65 | Window chowkhats |
| 66 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 67 | For thickness of tiles 10 mm to 25 mm |
| 68 | 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. |
| 69 | Providing and fixing 1st 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. |
| 70 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1m x1 _m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet Complete. |
| 71 | 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. |
| 72 | 110 mm diameter |
| 73 | 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. |
| 74 | Coupler, 110 mm |
| 75 | Bend 87.5°, 110 mm bend |
| 76 | 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. |
| 77 | 110 mm diameter |
| 78 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 79 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 80 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 81 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Complete |
| 82 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 83 | Open Air Theatre |
| 84 | 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. |
| 85 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 86 | Ordinary soil, up to 3m depth |
| 87 | Ordinary rock (not requiring blasting) up to 3 m depth |
| 88 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 89 | 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 up to 50 and for all lift. |
| 90 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 91 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 92 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth Level : |
| 93 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 94 | 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) |
| 95 | 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 1:4 (1 cement : 4 coarse sand) |
| 96 | Cement Plaster in (Coarse Sand) |
| 97 | 12 mm cement plaster :1:6 (1 cement : 6 Fine sand) |
| 98 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 99 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 100 | Random Rubble Masonry in 1:3 cement mortar |
| 101 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 102 | Random Rubble Masonry in 1:3 cement mortar |
| 103 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 104 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with Granular material. |
| 105 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 106 | Providing and laying Lime stone river finish 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-Charge : |
| 107 | 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-Charge. |
| 108 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 109 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 110 | For Grading I Material |
| 111 | Providing and laying 75 x 75 x 18 mm thick Phylitte Tumbled stone for 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-Charge. |
| 112 | Providing 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. limpet washers 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. |
| 113 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 114 | 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. |
| 115 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 116 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 117 | Community Area Development & Other Misc Utilities |
| 118 | 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. |
| 119 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 120 | Earth work in excavation 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil. |
| 121 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m in ordinary rock. |
| 122 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 123 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 124 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 125 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : |
| 126 | Screened through sieve of I.S. designation 16 mm |
| 127 | Fine dressing of the ground. |
| 128 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 129 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 130 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408, using concrete mixer |
| 131 | PCC M15 for Kerb base |
| 132 | PCC M20 for Kerb (Cast in Situ) |
| 133 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth Level : |
| 134 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 135 | 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) |
| 136 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 137 | For Grading I Material |
| 138 | Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504 |
| 139 | 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-Charge. |
| 140 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 141 | Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bag of size 20 cm as per direction of the Officer-in-charge. |
| 142 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in poly bag of size 25 cm as per direction of the officer-in-charge. |
| 143 | Supplying & Stacking of Selection No.1 grass turf at site fresh & free from weeds having proper roots, lush green including loading, unloading, carriage and all taxes paid etc. and as per direction of the officer-in-charge. |
| 144 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). |
| 145 | In rows 5 cm apart in both directions |
| 146 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for Separately) |
| 147 | Holes 1.2 m dia and 1.2 m deep |
| 148 | Holes 60 cm dia, and 60 cm deep |
| 149 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). |
| 150 | Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water). |
| 151 | Trees plant |
| 152 | Shrubs Plant |
| 153 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 154 | Construction of Toilet as per Design & Drawing including all civil, electrical and mechanical works and as per instruction of Engineer-in-charge. |
| 155 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 156 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 157 | Supply of materials and installation of Gazebos of approved make and design and as per instructions of Engineer-in-charge. |
| 158 | Supply of materials and installation of Dry and Wet Dustbins of approved make and design and as per instructions of Engineer-in-charge. |
| 159 | Supply of materials and installation of Benches of approved make and design and as per instructions of Engineer-in-charge. |
| 160 | Construction of Recharge Pits as per drawing and instruction of Engineer-in-charge. |
| 161 | Chain Link Fencing |
| 162 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in all kinds of soil. |
| 163 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in Ordinary Rock. |
| 164 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for all work up to plinth level : |
| 165 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 166 | 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 up to 50 and for all lift. |
| 167 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works up to Plinth Level. |
| 168 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 169 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 170 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 171 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 172 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 173 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 174 | Foundations, footings, bases of columns, etc. for mass concrete |
| 175 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 176 | 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. |
| 177 | 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) |
| 178 | Cement Plaster in (Coarse Sand) |
| 179 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) |
| 180 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. Complete. (On steel work) |
| 181 | Finishing walls with textured exterior paint of required shade : |
| 182 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 183 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 184 | PHE Works |
| 185 | Drainage System Works |
| 186 | Excavating trenches by Mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m for All kinds of soil |
| 187 | Pipes, cables etc, not exceeding 80 mm dia. |
| 188 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 189 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 190 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 150mm diameter and weighing not less than 440 grams. |
| 191 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 192 | 100x100 mm size P type, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 193 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 194 | 150 mm dia. R.C.C. pipe |
| 195 | 250 mm dia. R.C.C. pipe |
| 196 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand). RCC top slab in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 197 | Inside size 90cm X 80cm and 45cm deep including C.I. Cover with frame(light duty) 455X610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg) , With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 198 | Inside size 120X90cm and 90cm deep including C.I. cover with frame(heavy duty) 500mm internal diameter total weight of cover and frame to be not less than 116 kg (weight to cover 58 kg and weight of frame 58 kg), With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 199 | Extra for depth for manholes |
| 200 | Size 90 X 80 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 201 | Size 120 X 90 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 202 | Making soakpit 2.5m Diameter 3.0 meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drainpipe of 100 mm diameter and 1.8 m long complete as per the standard design. |
| 203 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 204 | Water Supply Works |
| 205 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 206 | 15 mm nominal dia Pipes |
| 207 | 20 mm nominal dia Pipes |
| 208 | 25 mm nominal dia Pipes |
| 209 | Providing 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 directionof Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 210 | 15 mm nominal dia Pipes |
| 211 | 20 mm nominal dia Pipes |
| 212 | 25 mm nominal dia Pipes |
| 213 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work |
| 214 | 15 mm dia nominal bore |
| 215 | 20 mm dia nominal bore |
| 216 | 25 mm dia nominal bore |
| 217 | 80 mm dia nominal bore |
| 218 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 219 | 25 to 40 mm nominal bore |
| 220 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). |
| 221 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 222 | 20 mm nominal bore |
| 223 | 25 mm nominal bore |
| 224 | 80 mm nominal bore |
| 225 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 226 | 15 mm nominal bore |
| 227 | 20 mm nominal bore |
| 228 | 25 mm nominal bore |
| 229 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 230 | 25 mm nominal bore Horizontal |
| 231 | 80 mm nominal bore Horizontal |
| 232 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : |
| 233 | 25 mm nominal bore |
| 234 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 235 | 30 cm length, 15 mm nominal bore |
| 236 | Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 cement complete as per standard design : |
| 237 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 238 | 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. |
| 239 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931 |
| 240 | 15 mm nominal bore |
| 241 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 242 | 15 mm nominal bore |
| 243 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 244 | 15 mm nominal bore |
| 245 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : |
| 246 | 80 mm nominal bore |
| 247 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 248 | Centrifugal Monoblock Pump set (Single Stage), 3.7 KW (5.0 HP) |
| 249 | Sanitary Works |
| 250 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 required : |
| 251 | W.C. pan with ISI marked white solid plastic seat and lid |
| 252 | 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: |
| 253 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 254 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 255 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 256 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe |
| 257 | 32 mm dia |
| 258 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 259 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 260 | Rectangular shape 1500x450 mm |
| 261 | Providing and fixing toilet paper holder : |
| 262 | C.P. brass |
| 263 | 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 264 | 75 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 265 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 266 | For 100 mm dia pipe |
| 267 | For 75 mm dia pipe |
| 268 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 269 | For 100 mm dia, Sand cast iron S&S as per IS – 3989 |
| 270 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 271 | Providing and fixing bend of required degree . |
| 272 | 100mm dia, Sand cast iron S&S as per IS - 3989 |
| 273 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 274 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 275 | 100 mm inlet and 100 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 276 | 100 mm inlet and 75 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 277 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 278 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 279 | Supply of Bio-digestor tank of 2000 litre capacity with bacteria, material - Fibre reinforced plastic (FRP) with inliet and outlet pipe and gas pipe- Size of rectangular tank - 1460 mm (length) x 1360 mm (width) x 1000 mm (Height). Wall thickness of tank - 5 mm, Top and bottom thickness - 7 mm. Outlet water parameters shall be in accordance with the waster water norms. |
| 280 | Electrical Works |
| 281 | ROAD LIGHTNING |
| 282 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 283 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629 |
| 284 | OPEN AIR THEATER |
| 285 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 286 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS26294/5 Mtr. |
| 287 | Supply integral post top lantern LED fitting comprises of copper dust finish cast aluminium spigot and spun aluminium canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting, open construction driver and accessories are wired upto terminal block. LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100lm/Watt. LED driver PF > 0.95 & surge protection 10KV. The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. |
| 288 | 40Watt, Color Temp 3000-5700k as required |
| 289 | Supply,Installation, Testing, Commissioning of 12W LED Garden spike light fixture, well-designedmodern and rugged Garden Spike is a great addition to highlight your garden spaces. COB integratedlighting keeps the product high on light dispersion and efficiency. Key features are 80% energy savings,outdoor ambient lighting , protection against dust & jet of water from any direction, IP65 fixture ideal foroutdoor & wet areas, housing made with aluminium with black finish, LED integrated, IP65 protection,system wattage: 12W at system lumens of 675lm, CCT: 3000K, product dimension: 131mm x 89mm x243mm (±10%), Similar to Signify or Philip Cat. Ref no: Spike light 12W (Model no: 800139) orEquivalent as per meeting Tender Specs. |
| 290 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 291 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 292 | Supply,Installation, Testing, Commissioning of 5W surface mounted LED Step light fixture, The neatly designed modern and minimal step light melds into the background settings and provides just the right ambient illumination to create an interesting setting. Key features are: LED light with beautiful light pattern, Highlight the outdoors, Endurance meets contemporary style, Clean lines, sleek design, warm white light, Robust finish, Long life LED source, housing made with aluminium & Anthracite grey finish, LED integrated, IP44, system wattage of 5W with system lumen of 165lm @ 3000K, product dimension of (L x W x H): 201mm x 91mm x 35mm, Similar to Signify or Philip Cat. Ref no: 31436 or Equivalent as per meeting Tender Specs. |
| 293 | PANCHAYAT BHAWAN |
| 294 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 295 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 296 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 297 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 298 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 299 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 300 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 301 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 302 | 4x4 Sqmm +2x4 sqmm earth wire |
| 303 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 304 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 305 | 4C X 25 Sq.mm Aluminium cable |
| 306 | 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. |
| 307 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 308 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 309 | 1 or 2 Module (75 mm x 75 mm) |
| 310 | 3 Module (100 mm x 75 mm) |
| 311 | 6 Module (200 mm x 75 mm) |
| 312 | 12 Module( 200 mm x 150mm) |
| 313 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 314 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 315 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 316 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 317 | Bell push |
| 318 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 319 | 9- 10 watt |
| 320 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 321 | 1200mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 322 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 323 | 6 way, Double door |
| 324 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 325 | 6 way (4 + 18), Double door |
| 326 | 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 |
| 327 | Single pole |
| 328 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 329 | 63 Amp |
| 330 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 331 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 332 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 333 | COMMUNITY AREA DEVELOPMENT |
| 334 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 335 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 336 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 337 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 338 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 339 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 340 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 341 | 2x10 sq. mm + 1x6 sq. mm earth wire |
| 342 | 2x16 sq. mm + 1x6 sq. mm earth wire |
| 343 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 344 | 4x4 Sqmm +2x4 sqmm earth wire |
| 345 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 346 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 347 | 4C X 25 Sq.mm Aluminium cable |
| 348 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 349 | Upto 35 sq. mm |
| 350 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 351 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 352 | 1 or 2 Module (75 mm x 75 mm) |
| 353 | 3 Module (100 mm x 75 mm) |
| 354 | 6 Module (200 mm x 75 mm) |
| 355 | 12 Module( 200 mm x 150mm) |
| 356 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 357 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 358 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 359 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 360 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 361 | 9- 10 watt |
| 362 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 363 | 6 way, Double door |
| 364 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 365 | 6 way (4 + 18), Double door |
| 366 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/recess, complete with testing and commissioning etc. as required. |
| 367 | For 6 way, Double door SPN MCBDB |
| 368 | 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 |
| 369 | Single pole |
| 370 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 371 | 63 Amp |
| 372 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 373 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 374 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 375 | Providing & Fixing of Double ball Bearing copper wounded capacitor start single phase metallic blade fresh air fan in existing opening including cost of hardware flexible 3 core copper making connection testing etc.300mm Sweep |
| 376 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 377 | Supply integral post top lantern LED fitting comprises of copper dust finish cast aluminium spigot and spun aluminium canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting, open construction driver and accessories are wired upto terminal block. LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100lm/Watt. LED driver PF > 0.95 & surge protection 10KV. The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. |
| 378 | 40Watt, Color Temp 3000-5700k as required |
| 379 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS26294/5 Mtr. |
| 380 | SOLAR PV PLANT |
| 381 | Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant including 5 years AMC conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required.a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in meter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices.e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc.f) Lightning, surge voltage protection, earthing protection and grid islanding.g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required.h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connection-interconnection, etc. as required. including 5 years AMC |
| 382 | Khola Village |
| 383 | Pathway Upgradation |
| 384 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 385 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 |
| 386 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 |
| 387 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. |
| 388 | Carriage of dismantled materials up to a lead of 5 km |
| 389 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 390 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 391 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. |
| 392 | Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. |
| 393 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 394 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 395 | For Grading I Material |
| 396 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 397 | PCC Grade M15 |
| 398 | Providing and fixing 20x20x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of Engineer-in-charge. |
| 399 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 400 | PCC M15 for Kerb base |
| 401 | PCC M20 for Kerb (Cast in Situ) |
| 402 | Construction of CC Toe Wall of Height 450 mm at road edges with PCC base as per drawing and direction of Engineer-in-Charge |
| 403 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 404 | Scarifying 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. |
| 405 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 406 | Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 407 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. |
| 408 | Plaster & Painting on Village Walls |
| 409 | 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. |
| 410 | Cement Plaster in (Coarse Sand) |
| 411 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 412 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 413 | Renovation of Panchayat Bhavan |
| 414 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge. |
| 415 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 416 | 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. |
| 417 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 418 | In cement mortar |
| 419 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 420 | Of area 3 sq. metres and below |
| 421 | Of area beyond 3 sq. Metres |
| 422 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 423 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 424 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 425 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 426 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 427 | Suspended floors, roofs, landings, balconies and access platform |
| 428 | 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 1:4 (1 cement : 4 coarse sand) |
| 429 | 12 mm cement plaster of mix ( in coarse sand) |
| 430 | 1:4 (1 cement: 4 coarse sand) |
| 431 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 432 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 433 | 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-Charge. |
| 434 | Door chowkhats |
| 435 | Window chowkhats |
| 436 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 437 | For thickness of tiles 10 mm to 25 mm |
| 438 | 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. |
| 439 | Providing and fixing 1st 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. |
| 440 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 441 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 442 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 443 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Complete |
| 444 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 445 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1m x1 _m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet Complete. |
| 446 | 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. |
| 447 | 110 mm diameter |
| 448 | 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. |
| 449 | Coupler, 110 mm |
| 450 | Single tee with door, 1100mm x 110 mm x 110 mm |
| 451 | Bend 87.5°, 110 mm bend |
| 452 | 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. |
| 453 | 110 mm diameter |
| 454 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 455 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 456 | School Repair & Rehabilitation |
| 457 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 458 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 459 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 460 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 461 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 462 | For Grading I Material |
| 463 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 464 | PCC Grade M15 |
| 465 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 466 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 467 | PCC M15 for Kerb base |
| 468 | PCC M20 for Kerb (Cast in Situ) |
| 469 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 470 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 471 | 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. |
| 472 | Providing and fixing 1st 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. |
| 473 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 474 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 475 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 476 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 477 | W.C. pan with ISI marked white solid plastic seat and lid |
| 478 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : |
| 479 | Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 480 | 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: |
| 481 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 482 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings |
| 483 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. |
| 484 | 10 litre (full flush) capacity-white |
| 485 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 486 | Flexible pipe, 32 mm dia |
| 487 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 488 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 489 | Rectangular shape 1500x450 mm |
| 490 | Providing and fixing toilet paper holder : |
| 491 | C.P. brass |
| 492 | 100 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 493 | 75 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 494 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : |
| 495 | 75 mm dia pipe |
| 496 | 100 mm dia pipe |
| 497 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 498 | For 100 mm dia pipe |
| 499 | For 75 mm dia pipe |
| 500 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 501 | 100 mm diameter pipe |
| 502 | 75 mm diameter pipe |
| 503 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 504 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 505 | 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. |
| 506 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 507 | Providing 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 for Concealed work, including cutting chases and making good the walls etc. |
| 508 | 15 mm nominal outer dia Pipes |
| 509 | 20 mm nominal outer dia Pipes |
| 510 | 32 mm nominal outer dia Pipes |
| 511 | Providing and fixing brass bib cock of approved quality : |
| 512 | 15 mm nominal bore |
| 513 | 20 mm nominal bore |
| 514 | Providing and fixing brass stop cock of approved quality : |
| 515 | 15 mm nominal bore |
| 516 | 20 mm nominal bore |
| 517 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 518 | 25 mm nominal bore |
| 519 | 32 mm nominal bore |
| 520 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 521 | 20 mm nominal bore |
| 522 | 25 mm nominal bore |
| 523 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support Including fittings & fixtures for tank shall be paid separately |
| 524 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 525 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 526 | Construction of Vat Chamber as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 527 | Supply and Installation of WATER ATM of approbed make and design and as per the direction of the Engineer-in-charge. |
| 528 | Open Air Theatre |
| 529 | 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. |
| 530 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 531 | Ordinary soil, up to 3m depth |
| 532 | Ordinary rock (not requiring blasting) up to 3 m depth |
| 533 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 534 | 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 up to 50 and for all lift. |
| 535 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 536 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 537 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth Level : |
| 538 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 539 | 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) |
| 540 | 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 1:4 (1 cement : 4 coarse sand) |
| 541 | Cement Plaster in (Coarse Sand) |
| 542 | 12 mm cement plaster :1:6 (1 cement : 6 Fine sand) |
| 543 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 544 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 545 | Random Rubble Masonry in 1:3 cement mortar |
| 546 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 547 | Random Rubble Masonry in 1:3 cement mortar |
| 548 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 549 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with Granular material. |
| 550 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 551 | Providing and laying Lime stone river finish 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-Charge : |
| 552 | 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-Charge. |
| 553 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 554 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 555 | For Grading I Material |
| 556 | Providing and laying 75 x 75 x 18 mm thick Phylitte Tumbled stone for 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-Charge. |
| 557 | Providing 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. limpet washers 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. |
| 558 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 559 | 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. |
| 560 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 561 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 562 | Community Area Development & Other Misc Utilities |
| 563 | 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. |
| 564 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 565 | Earth work in excavation 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil. |
| 566 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m in ordinary rock. |
| 567 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 568 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 569 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 570 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : |
| 571 | Screened through sieve of I.S. designation 16 mm |
| 572 | Fine dressing of the ground. |
| 573 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 574 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 575 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408, using concrete mixer |
| 576 | PCC M15 for Kerb base |
| 577 | PCC M20 for Kerb (Cast in Situ) |
| 578 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth Level : |
| 579 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 580 | 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) |
| 581 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 582 | For Grading I Material |
| 583 | Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504 |
| 584 | 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-Charge. |
| 585 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 586 | Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bag of size 20 cm as per direction of the Officer-in-charge. |
| 587 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in poly bag of size 25 cm as per direction of the officer-in-charge. |
| 588 | Supplying & Stacking of Selection No.1 grass turf at site fresh & free from weeds having proper roots, lush green including loading, unloading, carriage and all taxes paid etc. and as per direction of the officer-in-charge. |
| 589 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). |
| 590 | In rows 5 cm apart in both directions |
| 591 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for Separately) |
| 592 | Holes 1.2 m dia and 1.2 m deep |
| 593 | Holes 60 cm dia, and 60 cm deep |
| 594 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). |
| 595 | Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water). |
| 596 | Trees plant |
| 597 | Shrubs Plant |
| 598 | Construction of View Point as per drawing and as per instruction of Engineer in charge inclusive of all civil works. |
| 599 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 600 | Construction of Toilet as per Design & Drawing including all civil, electrical and mechanical works and as per instruction of Engineer-in-charge. |
| 601 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 602 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 603 | Supply of materials and installation of Gazebos of approved make and design and as per instructions of Engineer-in-charge. |
| 604 | Supply of materials and installation of Dry and Wet Dustbins of approved make and design and as per instructions of Engineer-in-charge. |
| 605 | Supply of materials and installation of Benches of approved make and design and as per instructions of Engineer-in-charge. |
| 606 | Chain Link Fencing |
| 607 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in all kinds of soil. |
| 608 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in Ordinary Rock. |
| 609 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for all work up to plinth level : |
| 610 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 611 | 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 up to 50 and for all lift. |
| 612 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works up to Plinth Level. |
| 613 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 614 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 615 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 616 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 617 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 618 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 619 | Foundations, footings, bases of columns, etc. for mass concrete |
| 620 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 621 | 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. |
| 622 | 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) |
| 623 | Cement Plaster in (Coarse Sand) |
| 624 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) |
| 625 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. Complete. (On steel work) |
| 626 | Finishing walls with textured exterior paint of required shade : |
| 627 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 628 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 629 | PHE Works |
| 630 | Drainage System Works |
| 631 | Excavating trenches by Mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m for All kinds of soil |
| 632 | Pipes, cables etc, not exceeding 80 mm dia. |
| 633 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 634 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 635 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 150mm diameter and weighing not less than 440 grams. |
| 636 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 637 | 100x100 mm size P type, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 638 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 639 | 150 mm dia. R.C.C. pipe |
| 640 | 250 mm dia. R.C.C. pipe |
| 641 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand). RCC top slab in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 642 | Inside size 90cm X 80cm and 45cm deep including C.I. Cover with frame(light duty) 455X610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg) , With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 643 | Inside size 120X90cm and 90cm deep including C.I. cover with frame(heavy duty) 500mm internal diameter total weight of cover and frame to be not less than 116 kg (weight to cover 58 kg and weight of frame 58 kg), With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 644 | Extra for depth for manholes |
| 645 | Size 90 X 80 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 646 | Size 120 X 90 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 647 | Making soakpit 2.5m Diameter 3.0 meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drainpipe of 100 mm diameter and 1.8 m long complete as per the standard design. |
| 648 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 649 | Water Supply Works |
| 650 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 651 | 15 mm nominal dia Pipes |
| 652 | 20 mm nominal dia Pipes |
| 653 | 25 mm nominal dia Pipes |
| 654 | Providing 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 directionof Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 655 | 15 mm nominal dia Pipes |
| 656 | 20 mm nominal dia Pipes |
| 657 | 25 mm nominal dia Pipes |
| 658 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work |
| 659 | 15 mm dia nominal bore |
| 660 | 20 mm dia nominal bore |
| 661 | 25 mm dia nominal bore |
| 662 | 80 mm dia nominal bore |
| 663 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 664 | 25 to 40 mm nominal bore |
| 665 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). |
| 666 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 667 | 20 mm nominal bore |
| 668 | 25 mm nominal bore |
| 669 | 80 mm nominal bore |
| 670 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 671 | 15 mm nominal bore |
| 672 | 20 mm nominal bore |
| 673 | 25 mm nominal bore |
| 674 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 675 | 25 mm nominal bore Horizontal |
| 676 | 80 mm nominal bore Horizontal |
| 677 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : |
| 678 | 25 mm nominal bore |
| 679 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 680 | 30 cm length, 15 mm nominal bore |
| 681 | Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 cement complete as per standard design : |
| 682 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 683 | 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. |
| 684 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931 |
| 685 | 15 mm nominal bore |
| 686 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 687 | 15 mm nominal bore |
| 688 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 689 | 15 mm nominal bore |
| 690 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : |
| 691 | 80 mm nominal bore |
| 692 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 693 | Centrifugal Monoblock Pump set (Single Stage), 3.7 KW (5.0 HP) |
| 694 | Sanitary Works |
| 695 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 required : |
| 696 | W.C. pan with ISI marked white solid plastic seat and lid |
| 697 | 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: |
| 698 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 699 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 700 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 701 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe |
| 702 | 32 mm dia |
| 703 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 704 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 705 | Rectangular shape 1500x450 mm |
| 706 | Providing and fixing toilet paper holder : |
| 707 | C.P. brass |
| 708 | 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 709 | 75 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 710 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 711 | For 100 mm dia pipe |
| 712 | For 75 mm dia pipe |
| 713 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 714 | For 100 mm dia, Sand cast iron S&S as per IS – 3989 |
| 715 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 716 | Providing and fixing bend of required degree . |
| 717 | 100mm dia, Sand cast iron S&S as per IS - 3989 |
| 718 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 719 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 720 | 100 mm inlet and 100 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 721 | 100 mm inlet and 75 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 722 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 723 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 724 | ROAD LIGHTNING |
| 725 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 726 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4 /5Mtr. |
| 727 | PANCHAYAT BHAWAN |
| 728 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 729 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 730 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 731 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 732 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 733 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 734 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 735 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 736 | 4x4 Sqmm +2x4 sqmm earth wire |
| 737 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 738 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 739 | 4C X 25 Sq.mm Aluminium cable |
| 740 | 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. |
| 741 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 742 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 743 | 1 or 2 Module (75 mm x 75 mm) |
| 744 | 3 Module (100 mm x 75 mm) |
| 745 | 6 Module (200 mm x 75 mm) |
| 746 | 12 Module( 200 mm x 150mm) |
| 747 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 748 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 749 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 750 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 751 | Bell push |
| 752 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 753 | 9- 10 watt |
| 754 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 755 | 1200mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 756 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 757 | 6 way, Double door |
| 758 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 759 | 6 way (4 + 18), Double door |
| 760 | 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 |
| 761 | Single pole |
| 762 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 763 | 63 Amp |
| 764 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 765 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 766 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 767 | SCHOOL RENOVATION |
| 768 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 769 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 770 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 771 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 772 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 773 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 774 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 775 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 776 | 4x4 Sqmm +2x4 sqmm earth wire |
| 777 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 778 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 779 | 4C X 25 Sq.mm Aluminium cable |
| 780 | 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. |
| 781 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 782 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 783 | 1 or 2 Module (75 mm x 75 mm) |
| 784 | 3 Module (100 mm x 75 mm) |
| 785 | 6 Module (200 mm x 75 mm) |
| 786 | 12 Module( 200 mm x 150mm) |
| 787 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 788 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 789 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 790 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 791 | Bell push |
| 792 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 793 | 9- 10 watt |
| 794 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 795 | 1200mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 796 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 797 | 6 way, Double door |
| 798 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 799 | 6 way (4 + 18), Double door |
| 800 | 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 |
| 801 | Single pole |
| 802 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 803 | 63 Amp |
| 804 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 805 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 806 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 807 | OPEN AIR THEATER |
| 808 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 809 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS26294/5 Mtr. |
| 810 | Supply integral post top lantern LED fitting comprises of copper dust finish cast aluminium spigot and spun aluminium canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting, open construction driver and accessories are wired upto terminal block. LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100lm/Watt. LED driver PF > 0.95 & surge protection 10KV. The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. |
| 811 | 40Watt, Color Temp 3000-5700k as required |
| 812 | Supply,Installation, Testing, Commissioning of 12W LED Garden spike light fixture, well-designedmodern and rugged Garden Spike is a great addition to highlight your garden spaces. COB integratedlighting keeps the product high on light dispersion and efficiency. Key features are 80% energy savings,outdoor ambient lighting , protection against dust & jet of water from any direction, IP65 fixture ideal foroutdoor & wet areas, housing made with aluminium with black finish, LED integrated, IP65 protection,system wattage: 12W at system lumens of 675lm, CCT: 3000K, product dimension: 131mm x 89mm x243mm (±10%), Similar to Signify or Philip Cat. Ref no: Spike light 12W (Model no: 800139) orEquivalent as per meeting Tender Specs. |
| 813 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 814 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 815 | Supply,Installation, Testing, Commissioning of 5W surface mounted LED Step light fixture, The neatly designed modern and minimal step light melds into the background settings and provides just the right ambient illumination to create an interesting setting. Key features are: LED light with beautiful light pattern, Highlight the outdoors, Endurance meets contemporary style, Clean lines, sleek design, warm white light, Robust finish, Long life LED source, housing made with aluminium & Anthracite grey finish, LED integrated, IP44, system wattage of 5W with system lumen of 165lm @ 3000K, product dimension of (L x W x H): 201mm x 91mm x 35mm, Similar to Signify or Philip Cat. Ref no: 31436 or Equivalent as per meeting Tender Specs. |
| 816 | COMMUNITY AREA DEVELOPMENT |
| 817 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 818 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 819 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 820 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 821 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 822 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 823 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 824 | 2x10 sq. mm + 1x6 sq. mm earth wire |
| 825 | 2x16 sq. mm + 1x6 sq. mm earth wire |
| 826 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 827 | 4x4 Sqmm +2x4 sqmm earth wire |
| 828 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 829 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 830 | 4C X 25 Sq.mm Aluminium cable |
| 831 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 832 | Upto 35 sq. mm |
| 833 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 834 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 835 | 1 or 2 Module (75 mm x 75 mm) |
| 836 | 3 Module (100 mm x 75 mm) |
| 837 | 6 Module (200 mm x 75 mm) |
| 838 | 12 Module( 200 mm x 150mm) |
| 839 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 840 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 841 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 842 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 843 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 844 | 9- 10 watt |
| 845 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 846 | 6 way, Double door |
| 847 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 848 | 6 way (4 + 18), Double door |
| 849 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/recess, complete with testing and commissioning etc. as required. |
| 850 | For 6 way, Double door SPN MCBDB |
| 851 | 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 |
| 852 | Single pole |
| 853 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 854 | 63 Amp |
| 855 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 856 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 857 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 858 | Providing & Fixing of Double ball Bearing copper wounded capacitor start single phase metallic blade fresh air fan in existing opening including cost of hardware flexible 3 core copper making connection testing etc.300mm Sweep |
| 859 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 860 | Supply integral post top lantern LED fitting comprises of copper dust finish cast aluminium spigot and spun aluminium canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting, open construction driver and accessories are wired upto terminal block. LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100lm/Watt. LED driver PF > 0.95 & surge protection 10KV. The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. |
| 861 | 40Watt, Color Temp 3000-5700k as required |
| 862 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS26294/5 Mtr. |
| 863 | SOLAR PV PLANT |
| 864 | Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant including 5 years AMC conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required.a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in meter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices.e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc.f) Lightning, surge voltage protection, earthing protection and grid islanding.g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required.h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connection-interconnection, etc. as required. including 5 years AMC |
| 865 | Kangsali Village |
| 866 | Pathway Upgradation |
| 867 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 868 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 |
| 869 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 |
| 870 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. |
| 871 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 872 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 873 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. |
| 874 | Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. |
| 875 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 876 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 877 | For Grading I Material |
| 878 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 879 | PCC Grade M15 |
| 880 | Providing and fixing 20x20x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of Engineer-in-charge. |
| 881 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 882 | PCC M15 for Kerb base |
| 883 | PCC M20 for Kerb (Cast in Situ) |
| 884 | Construction of CC Toe Wall of Height 450 mm at road edges with PCC base as per drawing and direction of Engineer-in-Charge |
| 885 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 886 | Plaster & Painting on Village Walls |
| 887 | 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. |
| 888 | Cement Plaster in (Coarse Sand) |
| 889 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 890 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 891 | Renovation of Schools & MDM Center |
| 892 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge. |
| 893 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 894 | 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. |
| 895 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 896 | In cement mortar |
| 897 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 898 | Of area 3 sq. metres and below |
| 899 | Of area beyond 3 sq. Metres |
| 900 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 901 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 902 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 903 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 904 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 905 | Suspended floors, roofs, landings, balconies and access platform |
| 906 | 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 1:4 (1 cement : 4 coarse sand) |
| 907 | 12 mm cement plaster of mix ( in coarse sand) |
| 908 | 1:4 (1 cement: 4 coarse sand) |
| 909 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 910 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 911 | 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-Charge. |
| 912 | Door chowkhats |
| 913 | Window chowkhats |
| 914 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 915 | For thickness of tiles 10 mm to 25 mm |
| 916 | 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. |
| 917 | Providing and fixing 1st 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. |
| 918 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 919 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 920 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 921 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Complete |
| 922 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 923 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1m x1 _m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet Complete. |
| 924 | 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. |
| 925 | 110 mm diameter |
| 926 | 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. |
| 927 | Coupler, 110 mm |
| 928 | Single tee with door, 1100mm x 110 mm x 110 mm |
| 929 | Bend 87.5°, 110 mm bend |
| 930 | 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. |
| 931 | 110 mm diameter |
| 932 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 933 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 934 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 935 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 936 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 937 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 938 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 939 | For Grading I Material |
| 940 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 941 | PCC Grade M15 |
| 942 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 943 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 944 | PCC M15 for Kerb base |
| 945 | PCC M20 for Kerb (Cast in Situ) |
| 946 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 947 | W.C. pan with ISI marked white solid plastic seat and lid |
| 948 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : |
| 949 | Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 950 | 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: |
| 951 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 952 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings |
| 953 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. |
| 954 | 10 litre (full flush) capacity-white |
| 955 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 956 | Flexible pipe, 32 mm dia |
| 957 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 958 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 959 | Rectangular shape 1500x450 mm |
| 960 | Providing and fixing toilet paper holder : |
| 961 | C.P. brass |
| 962 | 100 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 963 | 75 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 964 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : |
| 965 | 75 mm dia pipe |
| 966 | 100 mm dia pipe |
| 967 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 968 | For 100 mm dia pipe |
| 969 | For 75 mm dia pipe |
| 970 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 971 | 100 mm diameter pipe |
| 972 | 75 mm diameter pipe |
| 973 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 974 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 975 | 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. |
| 976 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 977 | Providing 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 for Concealed work, including cutting chases and making good the walls etc. |
| 978 | 15 mm nominal outer dia Pipes |
| 979 | 20 mm nominal outer dia Pipes |
| 980 | 32 mm nominal outer dia Pipes |
| 981 | Providing and fixing brass bib cock of approved quality : |
| 982 | 15 mm nominal bore |
| 983 | 20 mm nominal bore |
| 984 | Providing and fixing brass stop cock of approved quality : |
| 985 | 15 mm nominal bore |
| 986 | 20 mm nominal bore |
| 987 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 988 | 25 mm nominal bore |
| 989 | 32 mm nominal bore |
| 990 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 991 | 20 mm nominal bore |
| 992 | 25 mm nominal bore |
| 993 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support Including fittings & fixtures for tank shall be paid separately |
| 994 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 995 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 996 | Construction of Vat Chamber as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 997 | Supply and Installation of WATER ATM of approbed make and design and as per the direction of the Engineer-in-charge. |
| 998 | Open Air Theatre |
| 999 | 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. |
| 1000 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 1001 | Ordinary soil, up to 3m depth |
| 1002 | Ordinary rock (not requiring blasting) up to 3 m depth |
| 1003 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 1004 | 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 up to 50 and for all lift. |
| 1005 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 1006 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 1007 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth Level : |
| 1008 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 1009 | 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) |
| 1010 | 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 1:4 (1 cement : 4 coarse sand) |
| 1011 | Cement Plaster in (Coarse Sand) |
| 1012 | 12 mm cement plaster :1:6 (1 cement : 6 Fine sand) |
| 1013 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 1014 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 1015 | Random Rubble Masonry in 1:3 cement mortar |
| 1016 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 1017 | Random Rubble Masonry in 1:3 cement mortar |
| 1018 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 1019 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with Granular material. |
| 1020 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 1021 | Providing and laying Lime stone river finish 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-Charge : |
| 1022 | 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-Charge. |
| 1023 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 1024 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 1025 | For Grading I Material |
| 1026 | Providing and laying 75 x 75 x 18 mm thick Phylitte Tumbled stone for 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-Charge. |
| 1027 | Providing 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. limpet washers 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. |
| 1028 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 1029 | 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. |
| 1030 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 1031 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 1032 | Community Area Development & Other Misc Utilities |
| 1033 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 1034 | Construction of Toilet as per Design & Drawing including all civil, electrical and mechanical works and as per instruction of Engineer-in-charge. |
| 1035 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 1036 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 1037 | Supply of materials and installation of Dry and Wet Dustbins of approved make and design and as per instructions of Engineer-in-charge. |
| 1038 | Construction of Recharge Pits as per drawing and instruction of Engineer-in-charge. |
| 1039 | Supply of materials and installation of Benches of approved make and design and as per instructions of Engineer-in-charge. |
| 1040 | Chain Link Fencing |
| 1041 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in all kinds of soil. |
| 1042 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in Ordinary Rock. |
| 1043 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for all work up to plinth level : |
| 1044 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 1045 | 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 up to 50 and for all lift. |
| 1046 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works up to Plinth Level. |
| 1047 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1048 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 1049 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1050 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 1051 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1052 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1053 | Foundations, footings, bases of columns, etc. for mass concrete |
| 1054 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 1055 | 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. |
| 1056 | 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) |
| 1057 | Cement Plaster in (Coarse Sand) |
| 1058 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) |
| 1059 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. Complete. (On steel work) |
| 1060 | Finishing walls with textured exterior paint of required shade : |
| 1061 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 1062 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 1063 | PHE Works |
| 1064 | Drainage System Works |
| 1065 | Excavating trenches by Mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m for All kinds of soil |
| 1066 | Pipes, cables etc, not exceeding 80 mm dia. |
| 1067 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 1068 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 1069 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 150mm diameter and weighing not less than 440 grams. |
| 1070 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 1071 | 100x100 mm size P type, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1072 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 1073 | 150 mm dia. R.C.C. pipe |
| 1074 | 250 mm dia. R.C.C. pipe |
| 1075 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand). RCC top slab in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 1076 | Inside size 90cm X 80cm and 45cm deep including C.I. Cover with frame(light duty) 455X610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg) , With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1077 | Inside size 120X90cm and 90cm deep including C.I. cover with frame(heavy duty) 500mm internal diameter total weight of cover and frame to be not less than 116 kg (weight to cover 58 kg and weight of frame 58 kg), With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1078 | Extra for depth for manholes |
| 1079 | Size 90 X 80 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1080 | Size 120 X 90 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1081 | Making soakpit 2.5m Diameter 3.0 meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drainpipe of 100 mm diameter and 1.8 m long complete as per the standard design. |
| 1082 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1083 | Water Supply Works |
| 1084 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 1085 | 15 mm nominal dia Pipes |
| 1086 | 20 mm nominal dia Pipes |
| 1087 | 25 mm nominal dia Pipes |
| 1088 | Providing 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 directionof Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 1089 | 15 mm nominal dia Pipes |
| 1090 | 20 mm nominal dia Pipes |
| 1091 | 25 mm nominal dia Pipes |
| 1092 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work |
| 1093 | 15 mm dia nominal bore |
| 1094 | 20 mm dia nominal bore |
| 1095 | 25 mm dia nominal bore |
| 1096 | 80 mm dia nominal bore |
| 1097 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 1098 | 25 to 40 mm nominal bore |
| 1099 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). |
| 1100 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 1101 | 20 mm nominal bore |
| 1102 | 25 mm nominal bore |
| 1103 | 80 mm nominal bore |
| 1104 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 1105 | 15 mm nominal bore |
| 1106 | 20 mm nominal bore |
| 1107 | 25 mm nominal bore |
| 1108 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 1109 | 25 mm nominal bore Horizontal |
| 1110 | 80 mm nominal bore Horizontal |
| 1111 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : |
| 1112 | 25 mm nominal bore |
| 1113 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 1114 | 30 cm length, 15 mm nominal bore |
| 1115 | Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 cement complete as per standard design : |
| 1116 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 1117 | 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. |
| 1118 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931 |
| 1119 | 15 mm nominal bore |
| 1120 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 1121 | 15 mm nominal bore |
| 1122 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 1123 | 15 mm nominal bore |
| 1124 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : |
| 1125 | 80 mm nominal bore |
| 1126 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 1127 | Centrifugal Monoblock Pump set (Single Stage), 3.7 KW (5.0 HP) |
| 1128 | Sanitary Works |
| 1129 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 required : |
| 1130 | W.C. pan with ISI marked white solid plastic seat and lid |
| 1131 | 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: |
| 1132 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 1133 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 1134 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 1135 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe |
| 1136 | 32 mm dia |
| 1137 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 1138 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 1139 | Rectangular shape 1500x450 mm |
| 1140 | Providing and fixing toilet paper holder : |
| 1141 | C.P. brass |
| 1142 | 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 1143 | 75 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 1144 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 1145 | For 100 mm dia pipe |
| 1146 | For 75 mm dia pipe |
| 1147 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 1148 | For 100 mm dia, Sand cast iron S&S as per IS – 3989 |
| 1149 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 1150 | Providing and fixing bend of required degree . |
| 1151 | 100mm dia, Sand cast iron S&S as per IS - 3989 |
| 1152 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 1153 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 1154 | 100 mm inlet and 100 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 1155 | 100 mm inlet and 75 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 1156 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 1157 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 1158 | ROAD LIGHTNING |
| 1159 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 1160 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4 /5Mtr. |
| 1161 | SCHOOL RENOVATION |
| 1162 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1163 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 1164 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1165 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 1166 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 1167 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 1168 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 1169 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 1170 | 4x4 Sqmm +2x4 sqmm earth wire |
| 1171 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 1172 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 1173 | 4C X 25 Sq.mm Aluminium cable |
| 1174 | 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. |
| 1175 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 1176 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 1177 | 1 or 2 Module (75 mm x 75 mm) |
| 1178 | 3 Module (100 mm x 75 mm) |
| 1179 | 6 Module (200 mm x 75 mm) |
| 1180 | 12 Module( 200 mm x 150mm) |
| 1181 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 1182 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 1183 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 1184 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 1185 | Bell push |
| 1186 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 1187 | 9- 10 watt |
| 1188 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 1189 | 1050mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 1190 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 1191 | 6 way, Double door |
| 1192 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 1193 | 6 way (4 + 18), Double door |
| 1194 | 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 |
| 1195 | Single pole |
| 1196 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1197 | 63 Amp |
| 1198 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 1199 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 1200 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 1201 | OPEN AIR THEATER |
| 1202 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 1203 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS26294/5 Mtr. |
| 1204 | Supply integral post top lantern LED fitting comprises of copper dust finish cast aluminium spigot and spun aluminium canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting, open construction driver and accessories are wired upto terminal block. LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100lm/Watt. LED driver PF > 0.95 & surge protection 10KV. The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. |
| 1205 | 40Watt, Color Temp 3000-5700k as required |
| 1206 | Supply,Installation, Testing, Commissioning of 12W LED Garden spike light fixture, well-designedmodern and rugged Garden Spike is a great addition to highlight your garden spaces. COB integratedlighting keeps the product high on light dispersion and efficiency. Key features are 80% energy savings,outdoor ambient lighting , protection against dust & jet of water from any direction, IP65 fixture ideal foroutdoor & wet areas, housing made with aluminium with black finish, LED integrated, IP65 protection,system wattage: 12W at system lumens of 675lm, CCT: 3000K, product dimension: 131mm x 89mm x243mm (±10%), Similar to Signify or Philip Cat. Ref no: Spike light 12W (Model no: 800139) orEquivalent as per meeting Tender Specs. |
| 1207 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 1208 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 1209 | Supply,Installation, Testing, Commissioning of 5W surface mounted LED Step light fixture, The neatly designed modern and minimal step light melds into the background settings and provides just the right ambient illumination to create an interesting setting. Key features are: LED light with beautiful light pattern, Highlight the outdoors, Endurance meets contemporary style, Clean lines, sleek design, warm white light, Robust finish, Long life LED source, housing made with aluminium & Anthracite grey finish, LED integrated, IP44, system wattage of 5W with system lumen of 165lm @ 3000K, product dimension of (L x W x H): 201mm x 91mm x 35mm, Similar to Signify or Philip Cat. Ref no: 31436 or Equivalent as per meeting Tender Specs. |
| 1210 | SOLAR PV PLANT |
| 1211 | Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant including 5 years AMC conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required.a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in meter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices.e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc.f) Lightning, surge voltage protection, earthing protection and grid islanding.g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required.h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connection-interconnection, etc. as required. including 5 years AMC |
| 1212 | Dharkot Village |
| 1213 | Parking Area |
| 1214 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 1215 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 1216 | For Grading I Material |
| 1217 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 1218 | PCC Grade M15 |
| 1219 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 1220 | Pathway Upgradation |
| 1221 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 1222 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 |
| 1223 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 |
| 1224 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. |
| 1225 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 1226 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 1227 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. |
| 1228 | Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. |
| 1229 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 1230 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 1231 | For Grading I Material |
| 1232 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 1233 | PCC Grade M15 |
| 1234 | Providing and fixing 20x20x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of Engineer-in-charge. |
| 1235 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 1236 | PCC M15 for Kerb base |
| 1237 | PCC M20 for Kerb (Cast in Situ) |
| 1238 | Construction of CC Toe Wall of Height 450 mm at road edges with PCC base as per drawing and direction of Engineer-in-Charge |
| 1239 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 1240 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. |
| 1241 | 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 1242 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 1243 | Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 1244 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. |
| 1245 | Plaster & Painting on Village Walls |
| 1246 | 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. |
| 1247 | Cement Plaster in (Coarse Sand) |
| 1248 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 1249 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 1250 | Renovation of Panchayat Bhavan |
| 1251 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge. |
| 1252 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 1253 | 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. |
| 1254 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 1255 | In cement mortar |
| 1256 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 1257 | Of area 3 sq. metres and below |
| 1258 | Of area beyond 3 sq. Metres |
| 1259 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 1260 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1261 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 1262 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1263 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1264 | Suspended floors, roofs, landings, balconies and access platform |
| 1265 | 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 1:4 (1 cement : 4 coarse sand) |
| 1266 | 12 mm cement plaster of mix ( in coarse sand) |
| 1267 | 1:4 (1 cement: 4 coarse sand) |
| 1268 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 1269 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 1270 | 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-Charge. |
| 1271 | Door chowkhats |
| 1272 | Window chowkhats |
| 1273 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 1274 | For thickness of tiles 10 mm to 25 mm |
| 1275 | 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. |
| 1276 | Providing and fixing 1st 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. |
| 1277 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 1278 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 1279 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 1280 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Complete |
| 1281 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 1282 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1m x1 _m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet Complete. |
| 1283 | 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. |
| 1284 | 110 mm diameter |
| 1285 | 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. |
| 1286 | Coupler, 110 mm |
| 1287 | Single tee with door, 1100mm x 110 mm x 110 mm |
| 1288 | Bend 87.5°, 110 mm bend |
| 1289 | 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. |
| 1290 | 110 mm diameter |
| 1291 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 1292 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 1293 | School Repair & Rehabilitation |
| 1294 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 1295 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 1296 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 1297 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 1298 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 1299 | For Grading I Material |
| 1300 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 1301 | PCC Grade M15 |
| 1302 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 1303 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 1304 | PCC M15 for Kerb base |
| 1305 | PCC M20 for Kerb (Cast in Situ) |
| 1306 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 1307 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 1308 | 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. |
| 1309 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 1310 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1311 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 1312 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1313 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1314 | Suspended floors, roofs, landings, balconies and access platform |
| 1315 | 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. |
| 1316 | For fixed portion with Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 1317 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required . |
| 1318 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 1319 | 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 . |
| 1320 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 1321 | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm cic, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : |
| 1322 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) |
| 1323 | Providing 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. limpet washers 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. |
| 1324 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 1325 | 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. |
| 1326 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 1327 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 1328 | 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. |
| 1329 | Providing and fixing 1st 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. |
| 1330 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 1331 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 1332 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 1333 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 1334 | W.C. pan with ISI marked white solid plastic seat and lid |
| 1335 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : |
| 1336 | Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 1337 | 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: |
| 1338 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 1339 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings |
| 1340 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. |
| 1341 | 10 litre (full flush) capacity-white |
| 1342 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 1343 | Flexible pipe, 32 mm dia |
| 1344 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 1345 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 1346 | Rectangular shape 1500x450 mm |
| 1347 | Providing and fixing toilet paper holder : |
| 1348 | C.P. brass |
| 1349 | 100 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 1350 | 75 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 1351 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : |
| 1352 | 75 mm dia pipe |
| 1353 | 100 mm dia pipe |
| 1354 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 1355 | For 100 mm dia pipe |
| 1356 | For 75 mm dia pipe |
| 1357 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 1358 | 100 mm diameter pipe |
| 1359 | 75 mm diameter pipe |
| 1360 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 1361 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 1362 | 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. |
| 1363 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 1364 | Providing 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 for Concealed work, including cutting chases and making good the walls etc. |
| 1365 | 15 mm nominal outer dia Pipes |
| 1366 | 20 mm nominal outer dia Pipes |
| 1367 | 32 mm nominal outer dia Pipes |
| 1368 | Providing and fixing brass bib cock of approved quality : |
| 1369 | 15 mm nominal bore |
| 1370 | 20 mm nominal bore |
| 1371 | Providing and fixing brass stop cock of approved quality : |
| 1372 | 15 mm nominal bore |
| 1373 | 20 mm nominal bore |
| 1374 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 1375 | 25 mm nominal bore |
| 1376 | 32 mm nominal bore |
| 1377 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 1378 | 20 mm nominal bore |
| 1379 | 25 mm nominal bore |
| 1380 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support Including fittings & fixtures for tank shall be paid separately |
| 1381 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 1382 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 1383 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 1384 | Construction of Vat Chamber as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 1385 | Supply and Installation of WATER ATM of approbed make and design and as per the direction of the Engineer-in-charge. |
| 1386 | Smart Classroom |
| 1387 | DLP Projector |
| 1388 | Multimedia PC |
| 1389 | Desktop Computer for Lab |
| 1390 | Server |
| 1391 | Furniture with workstation and chairs for Desktop Computer |
| 1392 | Leased Line Connectivity 10 MBPS |
| 1393 | Infrared Interactive Board 75 Inches with Green Board |
| 1394 | Bio-Metric for classroom |
| 1395 | CCTV Camera (IP Based) with NVR 8 & 16 Channel |
| 1396 | Gigabit Fast Ethernet Switch 16 /24 Port) |
| 1397 | Gigabit Fast Ethernet Switch 48 Port |
| 1398 | UTP CAT 6 Cable (305 Mtr) |
| 1399 | Information Outlet (I/O) Cat 6 with face plate |
| 1400 | Patch Cord Cat 6 UTP (1 Mtr) |
| 1401 | Patch Cord Cat 6 UTP (2 Mtr) |
| 1402 | Patch Panel 24 port |
| 1403 | 9U wall mount Network Rack for School |
| 1404 | 27U wall mount Network Rack for School |
| 1405 | Online UPS 10 KVA (60 Min Backup) |
| 1406 | Air Conditioner 1.5 Ton with Installation |
| 1407 | Display 55 Inch |
| 1408 | All in One Printer |
| 1409 | E – Content (Text Book basedEducational Software from 6th to 12th standard. E- Library etc. |
| 1410 | Antivirus for Servers |
| 1411 | Any other Equipment’s / Solutions if required for completion of the scope of work. (PC Cabinet / Rack), Computer Lab Electrical work & Lab Partation |
| 1412 | Open Air Theatre |
| 1413 | 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. |
| 1414 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 1415 | Ordinary soil, up to 3m depth |
| 1416 | Ordinary rock (not requiring blasting) up to 3 m depth |
| 1417 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 1418 | 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 up to 50 and for all lift. |
| 1419 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 1420 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 1421 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth Level : |
| 1422 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 1423 | 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) |
| 1424 | 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 1:4 (1 cement : 4 coarse sand) |
| 1425 | Cement Plaster in (Coarse Sand) |
| 1426 | 12 mm cement plaster :1:6 (1 cement : 6 Fine sand) |
| 1427 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 1428 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 1429 | Random Rubble Masonry in 1:3 cement mortar |
| 1430 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 1431 | Random Rubble Masonry in 1:3 cement mortar |
| 1432 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 1433 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with Granular material. |
| 1434 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 1435 | Providing and laying Lime stone river finish 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-Charge : |
| 1436 | 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-Charge. |
| 1437 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 1438 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 1439 | For Grading I Material |
| 1440 | Providing and laying 75 x 75 x 18 mm thick Phylitte Tumbled stone for 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-Charge. |
| 1441 | Providing 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. limpet washers 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. |
| 1442 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 1443 | 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. |
| 1444 | 0.80 mm thick with zinc coating not less than 275 gm/m? |
| 1445 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 1446 | Community Area Development & Other Misc Utilities |
| 1447 | 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. |
| 1448 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 1449 | Earth work in excavation 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil. |
| 1450 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m in ordinary rock. |
| 1451 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 1452 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 1453 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 1454 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : |
| 1455 | Screened through sieve of I.S. designation 16 mm |
| 1456 | Fine dressing of the ground. |
| 1457 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 1458 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 1459 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408, using concrete mixer |
| 1460 | PCC M15 for Kerb base |
| 1461 | PCC M20 for Kerb (Cast in Situ) |
| 1462 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth Level : |
| 1463 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 1464 | 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) |
| 1465 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 1466 | For Grading I Material |
| 1467 | Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504 |
| 1468 | 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-Charge. |
| 1469 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 1470 | Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bag of size 20 cm as per direction of the Officer-in-charge. |
| 1471 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in poly bag of size 25 cm as per direction of the officer-in-charge. |
| 1472 | Supplying & Stacking of Selection No.1 grass turf at site fresh & free from weeds having proper roots, lush green including loading, unloading, carriage and all taxes paid etc. and as per direction of the officer-in-charge. |
| 1473 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). |
| 1474 | In rows 5 cm apart in both directions |
| 1475 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for Separately) |
| 1476 | Holes 1.2 m dia and 1.2 m deep |
| 1477 | Holes 60 cm dia, and 60 cm deep |
| 1478 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). |
| 1479 | Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water). |
| 1480 | Trees plant |
| 1481 | Shrubs Plant |
| 1482 | Construction of View Point as per drawing and as per instruction of Engineer in charge inclusive of all civil works. |
| 1483 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 1484 | Construction of Toilet as per Design & Drawing including all civil, electrical and mechanical works and as per instruction of Engineer-in-charge. |
| 1485 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 1486 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 1487 | Supply of materials and installation of Gazebos of approved make and design and as per instructions of Engineer-in-charge. |
| 1488 | Supply of materials and installation of Dry and Wet Dustbins of approved make and design and as per instructions of Engineer-in-charge. |
| 1489 | Construction of Recharge Pits as per drawing and instruction of Engineer-in-charge. |
| 1490 | Supply of materials and installation of Benches of approved make and design and as per instructions of Engineer-in-charge. |
| 1491 | Chain Link Fencing |
| 1492 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in all kinds of soil. |
| 1493 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in Ordinary Rock. |
| 1494 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for all work up to plinth level : |
| 1495 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 1496 | 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 up to 50 and for all lift. |
| 1497 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works up to Plinth Level. |
| 1498 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1499 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 1500 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1501 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 1502 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1503 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1504 | Foundations, footings, bases of columns, etc. for mass concrete |
| 1505 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 1506 | 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. |
| 1507 | 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) |
| 1508 | Cement Plaster in (Coarse Sand) |
| 1509 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) |
| 1510 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. Complete. (On steel work) |
| 1511 | Finishing walls with textured exterior paint of required shade : |
| 1512 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 1513 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 1514 | PHE Works |
| 1515 | Drainage System Works |
| 1516 | Excavating trenches by Mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m for All kinds of soil |
| 1517 | Pipes, cables etc, not exceeding 80 mm dia. |
| 1518 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 1519 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 1520 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 150mm diameter and weighing not less than 440 grams. |
| 1521 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 1522 | 100x100 mm size P type, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1523 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 1524 | 150 mm dia. R.C.C. pipe |
| 1525 | 250 mm dia. R.C.C. pipe |
| 1526 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand). RCC top slab in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 1527 | Inside size 90cm X 80cm and 45cm deep including C.I. Cover with frame(light duty) 455X610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg) , With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1528 | Inside size 120X90cm and 90cm deep including C.I. cover with frame(heavy duty) 500mm internal diameter total weight of cover and frame to be not less than 116 kg (weight to cover 58 kg and weight of frame 58 kg), With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1529 | Extra for depth for manholes |
| 1530 | Size 90 X 80 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1531 | Size 120 X 90 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1532 | Making soakpit 2.5m Diameter 3.0 meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drainpipe of 100 mm diameter and 1.8 m long complete as per the standard design. |
| 1533 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1534 | Water Supply Works |
| 1535 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 1536 | 15 mm nominal dia Pipes |
| 1537 | 20 mm nominal dia Pipes |
| 1538 | 25 mm nominal dia Pipes |
| 1539 | Providing 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 directionof Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 1540 | 15 mm nominal dia Pipes |
| 1541 | 20 mm nominal dia Pipes |
| 1542 | 25 mm nominal dia Pipes |
| 1543 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work |
| 1544 | 15 mm dia nominal bore |
| 1545 | 20 mm dia nominal bore |
| 1546 | 25 mm dia nominal bore |
| 1547 | 80 mm dia nominal bore |
| 1548 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 1549 | 25 to 40 mm nominal bore |
| 1550 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). |
| 1551 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 1552 | 20 mm nominal bore |
| 1553 | 25 mm nominal bore |
| 1554 | 80 mm nominal bore |
| 1555 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 1556 | 15 mm nominal bore |
| 1557 | 20 mm nominal bore |
| 1558 | 25 mm nominal bore |
| 1559 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 1560 | 25 mm nominal bore Horizontal |
| 1561 | 80 mm nominal bore Horizontal |
| 1562 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : |
| 1563 | 25 mm nominal bore |
| 1564 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 1565 | 30 cm length, 15 mm nominal bore |
| 1566 | Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 cement complete as per standard design : |
| 1567 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 1568 | 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. |
| 1569 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931 |
| 1570 | 15 mm nominal bore |
| 1571 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 1572 | 15 mm nominal bore |
| 1573 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 1574 | 15 mm nominal bore |
| 1575 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : |
| 1576 | 80 mm nominal bore |
| 1577 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 1578 | Centrifugal Monoblock Pump set (Single Stage), 3.7 KW (5.0 HP) |
| 1579 | Sanitary Works |
| 1580 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 required : |
| 1581 | W.C. pan with ISI marked white solid plastic seat and lid |
| 1582 | 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: |
| 1583 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 1584 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 1585 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 1586 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe |
| 1587 | 32 mm dia |
| 1588 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 1589 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 1590 | Rectangular shape 1500x450 mm |
| 1591 | Providing and fixing toilet paper holder : |
| 1592 | C.P. brass |
| 1593 | 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 1594 | 75 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 1595 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 1596 | For 100 mm dia pipe |
| 1597 | For 75 mm dia pipe |
| 1598 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 1599 | For 100 mm dia, Sand cast iron S&S as per IS – 3989 |
| 1600 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 1601 | Providing and fixing bend of required degree . |
| 1602 | 100mm dia, Sand cast iron S&S as per IS - 3989 |
| 1603 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 1604 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 1605 | 100 mm inlet and 100 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 1606 | 100 mm inlet and 75 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 1607 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 1608 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 1609 | Camping Area |
| 1610 | 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. |
| 1611 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 1612 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 1613 | Providing and fixing 10 x 10 x 7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in pathways etc. laid over 50mm thick sand bed with joints 10mm wide filled with sand etc. complete as per direction of engineer-in-charge. |
| 1614 | Providing concrete for plain/ reinforced concrete in Floors complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 1615 | PCC Grade M15 |
| 1616 | PARKING LIGHTNING |
| 1617 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 1618 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4/5 Mtr. |
| 1619 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 1620 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 1621 | ROAD LIGHTNING |
| 1622 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 1623 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4 /5Mtr. |
| 1624 | PANCHAYAT BHAWAN |
| 1625 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1626 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 1627 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1628 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 1629 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 1630 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 1631 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 1632 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 1633 | 4x4 Sqmm +2x4 sqmm earth wire |
| 1634 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 1635 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 1636 | 4C X 25 Sq.mm Aluminium cable |
| 1637 | 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. |
| 1638 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 1639 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 1640 | 1 or 2 Module (75 mm x 75 mm) |
| 1641 | 3 Module (100 mm x 75 mm) |
| 1642 | 6 Module (200 mm x 75 mm) |
| 1643 | 12 Module( 200 mm x 150mm) |
| 1644 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 1645 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 1646 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 1647 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 1648 | Bell push |
| 1649 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 1650 | 9- 10 watt |
| 1651 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 1652 | 1050mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 1653 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 1654 | 6 way, Double door |
| 1655 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 1656 | 6 way (4 + 18), Double door |
| 1657 | 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 |
| 1658 | Single pole |
| 1659 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1660 | 63 Amp |
| 1661 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 1662 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 1663 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 1664 | SCHOOL RENOVATION |
| 1665 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1666 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 1667 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1668 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 1669 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 1670 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 1671 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 1672 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 1673 | 4x4 Sqmm +2x4 sqmm earth wire |
| 1674 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 1675 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 1676 | 4C X 25 Sq.mm Aluminium cable |
| 1677 | 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. |
| 1678 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 1679 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 1680 | 1 or 2 Module (75 mm x 75 mm) |
| 1681 | 3 Module (100 mm x 75 mm) |
| 1682 | 6 Module (200 mm x 75 mm) |
| 1683 | 12 Module( 200 mm x 150mm) |
| 1684 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 1685 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 1686 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 1687 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 1688 | Bell push |
| 1689 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 1690 | 9- 10 watt |
| 1691 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 1692 | 1050mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 1693 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 1694 | 6 way, Double door |
| 1695 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 1696 | 6 way (4 + 18), Double door |
| 1697 | 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 |
| 1698 | Single pole |
| 1699 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1700 | 63 Amp |
| 1701 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 1702 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 1703 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 1704 | OPEN AIR THEATER |
| 1705 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 1706 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS26294/5 Mtr. |
| 1707 | Supply integral post top lantern LED fitting comprises of copper dust finish cast aluminium spigot and spun aluminium canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting, open construction driver and accessories are wired upto terminal block. LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100lm/Watt. LED driver PF > 0.95 & surge protection 10KV. The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. |
| 1708 | 40Watt, Color Temp 3000-5700k as required |
| 1709 | Supply,Installation, Testing, Commissioning of 12W LED Garden spike light fixture, well-designedmodern and rugged Garden Spike is a great addition to highlight your garden spaces. COB integratedlighting keeps the product high on light dispersion and efficiency. Key features are 80% energy savings,outdoor ambient lighting , protection against dust & jet of water from any direction, IP65 fixture ideal foroutdoor & wet areas, housing made with aluminium with black finish, LED integrated, IP65 protection,system wattage: 12W at system lumens of 675lm, CCT: 3000K, product dimension: 131mm x 89mm x243mm (±10%), Similar to Signify or Philip Cat. Ref no: Spike light 12W (Model no: 800139) orEquivalent as per meeting Tender Specs. |
| 1710 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 1711 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 1712 | Supply,Installation, Testing, Commissioning of 5W surface mounted LED Step light fixture, The neatly designed modern and minimal step light melds into the background settings and provides just the right ambient illumination to create an interesting setting. Key features are: LED light with beautiful light pattern, Highlight the outdoors, Endurance meets contemporary style, Clean lines, sleek design, warm white light, Robust finish, Long life LED source, housing made with aluminium & Anthracite grey finish, LED integrated, IP44, system wattage of 5W with system lumen of 165lm @ 3000K, product dimension of (L x W x H): 201mm x 91mm x 35mm, Similar to Signify or Philip Cat. Ref no: 31436 or Equivalent as per meeting Tender Specs. |
| 1713 | COMMUNITY AREA DEVELOPMENT |
| 1714 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1715 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 1716 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1717 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 1718 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 1719 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 1720 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 1721 | 2x10 sq. mm + 1x6 sq. mm earth wire |
| 1722 | 2x16 sq. mm + 1x6 sq. mm earth wire |
| 1723 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 1724 | 4x4 Sqmm +2x4 sqmm earth wire |
| 1725 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 1726 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 1727 | 4C X 25 Sq.mm Aluminium cable |
| 1728 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 1729 | Upto 35 sq. mm |
| 1730 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 1731 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 1732 | 1 or 2 Module (75 mm x 75 mm) |
| 1733 | 3 Module (100 mm x 75 mm) |
| 1734 | 6 Module (200 mm x 75 mm) |
| 1735 | 12 Module( 200 mm x 150mm) |
| 1736 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 1737 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 1738 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 1739 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 1740 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 1741 | 9- 10 watt |
| 1742 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 1743 | 6 way, Double door |
| 1744 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 1745 | 6 way (4 + 18), Double door |
| 1746 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/recess, complete with testing and commissioning etc. as required. |
| 1747 | For 6 way, Double door SPN MCBDB |
| 1748 | 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 |
| 1749 | Single pole |
| 1750 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 1751 | 63 Amp |
| 1752 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 1753 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 1754 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 1755 | Providing & Fixing of Double ball Bearing copper wounded capacitor start single phase metallic blade fresh air fan in existing opening including cost of hardware flexible 3 core copper making connection testing etc.300mm Sweep |
| 1756 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 1757 | Supply integral post top lantern LED fitting comprises of copper dust finish cast aluminium spigot and spun aluminium canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting, open construction driver and accessories are wired upto terminal block. LED of 1 to 3 Watt each assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy>100lm/Watt. LED driver PF > 0.95 & surge protection 10KV. The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. |
| 1758 | 40Watt, Color Temp 3000-5700k as required |
| 1759 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS26294/5 Mtr. |
| 1760 | SOLAR PV PLANT |
| 1761 | Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant including 5 years AMC conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required.a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in meter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices.e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc.f) Lightning, surge voltage protection, earthing protection and grid islanding.g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required.h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connection-interconnection, etc. as required. including 5 years AMC |
| 1762 | VIEW POINT |
| 1763 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 1764 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4/5 Mtr. |
| 1765 | NATURE ZONE |
| 1766 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 1767 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4 /5 Mtr. |
| 1768 | Jalwal Gaon Talla |
| 1769 | Pathway Upgradation |
| 1770 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 1771 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 |
| 1772 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 |
| 1773 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. |
| 1774 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 1775 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 1776 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. |
| 1777 | Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. |
| 1778 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 1779 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 1780 | For Grading I Material |
| 1781 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 1782 | PCC Grade M15 |
| 1783 | Providing and fixing 20x20x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of Engineer-in-charge. |
| 1784 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 1785 | PCC M15 for Kerb base |
| 1786 | PCC M20 for Kerb (Cast in Situ) |
| 1787 | Construction of CC Toe Wall of Height 450 mm at road edges with PCC base as per drawing and direction of Engineer-in-Charge |
| 1788 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 1789 | Plaster & Painting on Village Walls |
| 1790 | 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. |
| 1791 | Cement Plaster in (Coarse Sand) |
| 1792 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 1793 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 1794 | Renovation of Panchayat Bhavan |
| 1795 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge. |
| 1796 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 1797 | 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. |
| 1798 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 1799 | In cement mortar |
| 1800 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 1801 | Of area 3 sq. metres and below |
| 1802 | Of area beyond 3 sq. Metres |
| 1803 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 1804 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1805 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 1806 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1807 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1808 | Suspended floors, roofs, landings, balconies and access platform |
| 1809 | 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 1:4 (1 cement : 4 coarse sand) |
| 1810 | 12 mm cement plaster of mix ( in coarse sand) |
| 1811 | 1:4 (1 cement: 4 coarse sand) |
| 1812 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 1813 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 1814 | 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-Charge. |
| 1815 | Door chowkhats |
| 1816 | Window chowkhats |
| 1817 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 1818 | For thickness of tiles 10 mm to 25 mm |
| 1819 | 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. |
| 1820 | Providing and fixing 1st 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. |
| 1821 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 1822 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 1823 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 1824 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Complete |
| 1825 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 1826 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1m x1 _m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet Complete. |
| 1827 | 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. |
| 1828 | 110 mm diameter |
| 1829 | 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. |
| 1830 | Coupler, 110 mm |
| 1831 | Single tee with door, 1100mm x 110 mm x 110 mm |
| 1832 | Bend 87.5°, 110 mm bend |
| 1833 | 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. |
| 1834 | 110 mm diameter |
| 1835 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 1836 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 1837 | Community Area Development & Other Misc Utilities |
| 1838 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 1839 | Construction of Toilet as per Design & Drawing including all civil, electrical and mechanical works and as per instruction of Engineer-in-charge. |
| 1840 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 1841 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 1842 | Supply of materials and installation of Gazebos of approved make and design and as per instructions of Engineer-in-charge. |
| 1843 | Supply of materials and installation of Dry and Wet Dustbins of approved make and design and as per instructions of Engineer-in-charge. |
| 1844 | Supply of materials and installation of Benches of approved make and design and as per instructions of Engineer-in-charge. |
| 1845 | Chain Link Fencing |
| 1846 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in all kinds of soil. |
| 1847 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in Ordinary Rock. |
| 1848 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for all work up to plinth level : |
| 1849 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 1850 | 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 up to 50 and for all lift. |
| 1851 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works up to Plinth Level. |
| 1852 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1853 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 1854 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 1855 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 1856 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 1857 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 1858 | Foundations, footings, bases of columns, etc. for mass concrete |
| 1859 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 1860 | 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. |
| 1861 | 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) |
| 1862 | Cement Plaster in (Coarse Sand) |
| 1863 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) |
| 1864 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. Complete. (On steel work) |
| 1865 | Finishing walls with textured exterior paint of required shade : |
| 1866 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 1867 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 1868 | PHE Works |
| 1869 | Drainage System Works |
| 1870 | Excavating trenches by Mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m for All kinds of soil |
| 1871 | Pipes, cables etc, not exceeding 80 mm dia. |
| 1872 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 1873 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 1874 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 150mm diameter and weighing not less than 440 grams. |
| 1875 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 1876 | 100x100 mm size P type, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1877 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 1878 | 150 mm dia. R.C.C. pipe |
| 1879 | 250 mm dia. R.C.C. pipe |
| 1880 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand). RCC top slab in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 1881 | Inside size 90cm X 80cm and 45cm deep including C.I. Cover with frame(light duty) 455X610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg) , With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1882 | Inside size 120X90cm and 90cm deep including C.I. cover with frame(heavy duty) 500mm internal diameter total weight of cover and frame to be not less than 116 kg (weight to cover 58 kg and weight of frame 58 kg), With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1883 | Extra for depth for manholes |
| 1884 | Size 90 X 80 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1885 | Size 120 X 90 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 1886 | Making soakpit 2.5m Diameter 3.0 meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drainpipe of 100 mm diameter and 1.8 m long complete as per the standard design. |
| 1887 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 1888 | Water Supply Works |
| 1889 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 1890 | 15 mm nominal dia Pipes |
| 1891 | 20 mm nominal dia Pipes |
| 1892 | 25 mm nominal dia Pipes |
| 1893 | Providing 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 directionof Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 1894 | 15 mm nominal dia Pipes |
| 1895 | 20 mm nominal dia Pipes |
| 1896 | 25 mm nominal dia Pipes |
| 1897 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work |
| 1898 | 15 mm dia nominal bore |
| 1899 | 20 mm dia nominal bore |
| 1900 | 25 mm dia nominal bore |
| 1901 | 80 mm dia nominal bore |
| 1902 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 1903 | 25 to 40 mm nominal bore |
| 1904 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). |
| 1905 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 1906 | 20 mm nominal bore |
| 1907 | 25 mm nominal bore |
| 1908 | 80 mm nominal bore |
| 1909 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 1910 | 15 mm nominal bore |
| 1911 | 20 mm nominal bore |
| 1912 | 25 mm nominal bore |
| 1913 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 1914 | 25 mm nominal bore Horizontal |
| 1915 | 80 mm nominal bore Horizontal |
| 1916 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : |
| 1917 | 25 mm nominal bore |
| 1918 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 1919 | 30 cm length, 15 mm nominal bore |
| 1920 | Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 cement complete as per standard design : |
| 1921 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 1922 | 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. |
| 1923 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931 |
| 1924 | 15 mm nominal bore |
| 1925 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 1926 | 15 mm nominal bore |
| 1927 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 1928 | 15 mm nominal bore |
| 1929 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : |
| 1930 | 80 mm nominal bore |
| 1931 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 1932 | Centrifugal Monoblock Pump set (Single Stage), 3.7 KW (5.0 HP) |
| 1933 | Sanitary Works |
| 1934 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 required : |
| 1935 | W.C. pan with ISI marked white solid plastic seat and lid |
| 1936 | 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: |
| 1937 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 1938 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 1939 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 1940 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe |
| 1941 | 32 mm dia |
| 1942 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 1943 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 1944 | Rectangular shape 1500x450 mm |
| 1945 | Providing and fixing toilet paper holder : |
| 1946 | C.P. brass |
| 1947 | 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 1948 | 75 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 1949 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 1950 | For 100 mm dia pipe |
| 1951 | For 75 mm dia pipe |
| 1952 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 1953 | For 100 mm dia, Sand cast iron S&S as per IS – 3989 |
| 1954 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 1955 | Providing and fixing bend of required degree . |
| 1956 | 100mm dia, Sand cast iron S&S as per IS - 3989 |
| 1957 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 1958 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 1959 | 100 mm inlet and 100 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 1960 | 100 mm inlet and 75 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 1961 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 1962 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 1963 | ROAD LIGHTNING |
| 1964 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 1965 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4 /5Mtr. |
| 1966 | PANCHAYAT BHAWAN |
| 1967 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1968 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 1969 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 1970 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 1971 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 1972 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 1973 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 1974 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 1975 | 4x4 Sqmm +2x4 sqmm earth wire |
| 1976 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 1977 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 1978 | 4C X 25 Sq.mm Aluminium cable |
| 1979 | 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. |
| 1980 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 1981 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 1982 | 1 or 2 Module (75 mm x 75 mm) |
| 1983 | 3 Module (100 mm x 75 mm) |
| 1984 | 6 Module (200 mm x 75 mm) |
| 1985 | 12 Module( 200 mm x 150mm) |
| 1986 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 1987 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 1988 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 1989 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 1990 | Bell push |
| 1991 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 1992 | 9- 10 watt |
| 1993 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 1994 | 1050mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 1995 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 1996 | 6 way, Double door |
| 1997 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 1998 | 6 way (4 + 18), Double door |
| 1999 | 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 |
| 2000 | Single pole |
| 2001 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 2002 | 63 Amp |
| 2003 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 2004 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 2005 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 2006 | SOLAR PV PLANT |
| 2007 | Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant including 5 years AMC conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required.a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in meter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices.e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc.f) Lightning, surge voltage protection, earthing protection and grid islanding.g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required.h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connection-interconnection, etc. as required. including 5 years AMC |
| 2008 | VIEW POINT |
| 2009 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 2010 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4 /5Mtr. |
| 2011 | Jalwal Gaon Malla |
| 2012 | Pathway Upgradation |
| 2013 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 2014 | Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 |
| 2015 | Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914 |
| 2016 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. |
| 2017 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 2018 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 2019 | Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. |
| 2020 | Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. |
| 2021 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 2022 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 2023 | For Grading I Material |
| 2024 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 2025 | PCC Grade M15 |
| 2026 | Providing and fixing 20x20x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of Engineer-in-charge. |
| 2027 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 2028 | PCC M15 for Kerb base |
| 2029 | PCC M20 for Kerb (Cast in Situ) |
| 2030 | Construction of CC Toe Wall of Height 450 mm at road edges with PCC base as per drawing and direction of Engineer-in-Charge |
| 2031 | Construction of MS Handrail of approved design and applying primer & paint of approved colour and as per direction of Engineer-in-charge. |
| 2032 | Plaster & Painting on Village Walls |
| 2033 | 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. |
| 2034 | Cement Plaster in (Coarse Sand) |
| 2035 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 2036 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 2037 | School Repair & Rehabilitation |
| 2038 | 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By manual means in area of non-thorny jungle. |
| 2039 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 2040 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 2041 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 2042 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 2043 | For Grading I Material |
| 2044 | Providing concrete for plain/ reinforced concrete in pathways complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 2045 | PCC Grade M15 |
| 2046 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 2047 | Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) |
| 2048 | PCC M15 for Kerb base |
| 2049 | PCC M20 for Kerb (Cast in Situ) |
| 2050 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. |
| 2051 | With cement mortar 1:4 (1cement: 4 coarse sand) |
| 2052 | 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. |
| 2053 | Providing and fixing 1st 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. |
| 2054 | Providing and laying matt finished vitrified tile of size 100x100x16 mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. |
| 2055 | 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. |
| 2056 | For fixed portion with Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 2057 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required . |
| 2058 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 2059 | 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 . |
| 2060 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 2061 | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm cic, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : |
| 2062 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) |
| 2063 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 2064 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 2065 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 2066 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 2067 | W.C. pan with ISI marked white solid plastic seat and lid |
| 2068 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : |
| 2069 | Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 2070 | 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: |
| 2071 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 2072 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings |
| 2073 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. |
| 2074 | 10 litre (full flush) capacity-white |
| 2075 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 2076 | Flexible pipe, 32 mm dia |
| 2077 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 2078 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 2079 | Rectangular shape 1500x450 mm |
| 2080 | Providing and fixing toilet paper holder : |
| 2081 | C.P. brass |
| 2082 | 100 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 2083 | 75 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 2084 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : |
| 2085 | 75 mm dia pipe |
| 2086 | 100 mm dia pipe |
| 2087 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 2088 | For 100 mm dia pipe |
| 2089 | For 75 mm dia pipe |
| 2090 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 2091 | 100 mm diameter pipe |
| 2092 | 75 mm diameter pipe |
| 2093 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 2094 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 2095 | 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. |
| 2096 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 2097 | Providing 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 for Concealed work, including cutting chases and making good the walls etc. |
| 2098 | 15 mm nominal outer dia Pipes |
| 2099 | 20 mm nominal outer dia Pipes |
| 2100 | 32 mm nominal outer dia Pipes |
| 2101 | Providing and fixing brass bib cock of approved quality : |
| 2102 | 15 mm nominal bore |
| 2103 | 20 mm nominal bore |
| 2104 | Providing and fixing brass stop cock of approved quality : |
| 2105 | 15 mm nominal bore |
| 2106 | 20 mm nominal bore |
| 2107 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 2108 | 25 mm nominal bore |
| 2109 | 32 mm nominal bore |
| 2110 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 2111 | 20 mm nominal bore |
| 2112 | 25 mm nominal bore |
| 2113 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support Including fittings & fixtures for tank shall be paid separately |
| 2114 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 2115 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 2116 | Smart Classroom |
| 2117 | DLP Projector |
| 2118 | Multimedia PC |
| 2119 | Desktop Computer for Lab |
| 2120 | Server |
| 2121 | Furniture with workstation and chairs for Desktop Computer |
| 2122 | Leased Line Connectivity 10 MBPS |
| 2123 | Infrared Interactive Board 75 Inches with Green Board |
| 2124 | Bio-Metric for classroom |
| 2125 | CCTV Camera (IP Based) with NVR 8 & 16 Channel |
| 2126 | Gigabit Fast Ethernet Switch 16 /24 Port) |
| 2127 | Gigabit Fast Ethernet Switch 48 Port |
| 2128 | UTP CAT 6 Cable (305 Mtr) |
| 2129 | Information Outlet (I/O) Cat 6 with face plate |
| 2130 | Patch Cord Cat 6 UTP (1 Mtr) |
| 2131 | Patch Cord Cat 6 UTP (2 Mtr) |
| 2132 | Patch Panel 24 port |
| 2133 | 9U wall mount Network Rack for School |
| 2134 | 27U wall mount Network Rack for School |
| 2135 | Online UPS 10 KVA (60 Min Backup) |
| 2136 | Air Conditioner 1.5 Ton with Installation |
| 2137 | Display 55 Inch |
| 2138 | All in One Printer |
| 2139 | E – Content (Text Book based Educational Software from 6th to 12th standard. E- Library etc. |
| 2140 | Antivirus for Servers |
| 2141 | Any other Equipment’s / Solutions if required for completion of the scope of work. (PC Cabinet / Rack), Computer Lab Electrical work & Lab Partation |
| 2142 | Construction of Vat Chamber as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 2143 | Supply and Installation of WATER ATM of approbed make and design and as per the direction of the Engineer-in-charge. |
| 2144 | Community Area Development & Other Misc Utilities |
| 2145 | Construction of Boundary Wall as per drawing & all required civil works and as per direction of Engineer-in-charge. |
| 2146 | Construction of Toilet as per Design & Drawing including all civil, electrical and mechanical works and as per instruction of Engineer-in-charge. |
| 2147 | Construction of Septic Tank as per Design & Drawing including all civil works and as per the instruction of Engineer in Charge. |
| 2148 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 2149 | Supply of materials and installation of Dry and Wet Dustbins of approved make and design and as per instructions of Engineer-in-charge. |
| 2150 | Supply of materials and installation of Benches of approved make and design and as per instructions of Engineer-in-charge. |
| 2151 | Construction of Recharge Pits as per drawing and instruction of Engineer-in-charge. |
| 2152 | Chain Link Fencing |
| 2153 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in all kinds of soil. |
| 2154 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 in Ordinary Rock. |
| 2155 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for all work up to plinth level : |
| 2156 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 2157 | 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 up to 50 and for all lift. |
| 2158 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works up to Plinth Level. |
| 2159 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 2160 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete for all works above plinth level upto floor V level. |
| 2161 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 2162 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. |
| 2163 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 2164 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 2165 | Foundations, footings, bases of columns, etc. for mass concrete |
| 2166 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 2167 | 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. |
| 2168 | 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) |
| 2169 | Cement Plaster in (Coarse Sand) |
| 2170 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) |
| 2171 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. Complete. (On steel work) |
| 2172 | Finishing walls with textured exterior paint of required shade : |
| 2173 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 2174 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge |
| 2175 | PHE Works |
| 2176 | Drainage System Works |
| 2177 | Excavating trenches by Mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m for All kinds of soil |
| 2178 | Pipes, cables etc, not exceeding 80 mm dia. |
| 2179 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 2180 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 2181 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 150mm diameter and weighing not less than 440 grams. |
| 2182 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: |
| 2183 | 100x100 mm size P type, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 2184 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 2185 | 150 mm dia. R.C.C. pipe |
| 2186 | 250 mm dia. R.C.C. pipe |
| 2187 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand). RCC top slab in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. |
| 2188 | Inside size 90cm X 80cm and 45cm deep including C.I. Cover with frame(light duty) 455X610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg) , With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 2189 | Inside size 120X90cm and 90cm deep including C.I. cover with frame(heavy duty) 500mm internal diameter total weight of cover and frame to be not less than 116 kg (weight to cover 58 kg and weight of frame 58 kg), With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 2190 | Extra for depth for manholes |
| 2191 | Size 90 X 80 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 2192 | Size 120 X 90 cm, With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 2193 | Making soakpit 2.5m Diameter 3.0 meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drainpipe of 100 mm diameter and 1.8 m long complete as per the standard design. |
| 2194 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 2195 | Water Supply Works |
| 2196 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 2197 | 15 mm nominal dia Pipes |
| 2198 | 20 mm nominal dia Pipes |
| 2199 | 25 mm nominal dia Pipes |
| 2200 | Providing 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 directionof Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. |
| 2201 | 15 mm nominal dia Pipes |
| 2202 | 20 mm nominal dia Pipes |
| 2203 | 25 mm nominal dia Pipes |
| 2204 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work |
| 2205 | 15 mm dia nominal bore |
| 2206 | 20 mm dia nominal bore |
| 2207 | 25 mm dia nominal bore |
| 2208 | 80 mm dia nominal bore |
| 2209 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 2210 | 25 to 40 mm nominal bore |
| 2211 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). |
| 2212 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 2213 | 20 mm nominal bore |
| 2214 | 25 mm nominal bore |
| 2215 | 80 mm nominal bore |
| 2216 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 2217 | 15 mm nominal bore |
| 2218 | 20 mm nominal bore |
| 2219 | 25 mm nominal bore |
| 2220 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 2221 | 25 mm nominal bore Horizontal |
| 2222 | 80 mm nominal bore Horizontal |
| 2223 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : |
| 2224 | 25 mm nominal bore |
| 2225 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 2226 | 30 cm length, 15 mm nominal bore |
| 2227 | Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 cement complete as per standard design : |
| 2228 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 2229 | 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. |
| 2230 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931 |
| 2231 | 15 mm nominal bore |
| 2232 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 2233 | 15 mm nominal bore |
| 2234 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 2235 | 15 mm nominal bore |
| 2236 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : |
| 2237 | 80 mm nominal bore |
| 2238 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 2239 | Centrifugal Monoblock Pump set (Single Stage), 3.7 KW (5.0 HP) |
| 2240 | Sanitary Works |
| 2241 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 required : |
| 2242 | W.C. pan with ISI marked white solid plastic seat and lid |
| 2243 | 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: |
| 2244 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 2245 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 2246 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 2247 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe |
| 2248 | 32 mm dia |
| 2249 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 2250 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 2251 | Rectangular shape 1500x450 mm |
| 2252 | Providing and fixing toilet paper holder : |
| 2253 | C.P. brass |
| 2254 | 100 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 2255 | 75 mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 2256 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 2257 | For 100 mm dia pipe |
| 2258 | For 75 mm dia pipe |
| 2259 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. |
| 2260 | For 100 mm dia, Sand cast iron S&S as per IS – 3989 |
| 2261 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 2262 | Providing and fixing bend of required degree . |
| 2263 | 100mm dia, Sand cast iron S&S as per IS - 3989 |
| 2264 | For 75 mm dia, Sand cast iron S&S as per IS - 3989 |
| 2265 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 2266 | 100 mm inlet and 100 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 2267 | 100 mm inlet and 75 mm outlet, Sand cast iron S&S as per IS - 3989 |
| 2268 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 2269 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 2270 | Sateswar Temple Rehabilitation |
| 2271 | 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. |
| 2272 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 2273 | Ordinary soil, up to 3m depth |
| 2274 | Ordinary rock (not requiring blasting) up to 3 m depth |
| 2275 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 2276 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth Level : |
| 2277 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 2278 | 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) |
| 2279 | 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 1:4 (1 cement : 4 coarse sand) |
| 2280 | Cement Plaster in (Coarse Sand) |
| 2281 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) |
| 2282 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 2283 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 2284 | Random Rubble Masonry in 1:3 cement mortar |
| 2285 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 2286 | Random Rubble Masonry in 1:3 cement mortar |
| 2287 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 2288 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with Granular material. |
| 2289 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 2290 | Providing and laying matt finished vitrified tile of size 100x100x16 mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. |
| 2291 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of Engineer-in-charge. |
| 2292 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 2293 | 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. |
| 2294 | For fixed portion with Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 2295 | 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 . |
| 2296 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 2297 | Parking for Temple |
| 2298 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: For all kinds of soil |
| 2299 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 2300 | Ordinary soil, up to 3m depth |
| 2301 | Ordinary rock (not requiring blasting) up to 3 m depth |
| 2302 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth Level : |
| 2303 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 2304 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 2305 | Random Rubble Masonry in 1:3 cement mortar |
| 2306 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 2307 | Random Rubble Masonry in 1:3 cement mortar |
| 2308 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 2309 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with Granular material. |
| 2310 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 2311 | Granular Sub-base with Well Graded Material (Table 400.1), By Mix in Place Method: Construction 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. |
| 2312 | For Grading I Material |
| 2313 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 2314 | Spice Production Center |
| 2315 | 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. |
| 2316 | Earth work in excavation 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil. |
| 2317 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m in ordinary rock. |
| 2318 | Carriage of Excavated Earth up to a lead of 5km |
| 2319 | Carriage of Excavated Rock up to a lead of 5 km |
| 2320 | 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 up to 50 and for all lift. |
| 2321 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 2322 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 2323 | 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 2324 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 2325 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 2326 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 2327 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: |
| 2328 | All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 2329 | All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 2330 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 2331 | Foundations, footings, bases of columns, etc. for mass concrete |
| 2332 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 2333 | Suspended floors, roofs, landings, balconies and access platform |
| 2334 | Lintels, beams, plinth beams, girders, bressummers and cantilevers |
| 2335 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 2336 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 2337 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 2338 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 2339 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 2340 | 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 : |
| 2341 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 2342 | 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. |
| 2343 | Cement mortar 1:4 (1 cement :4 coarse sand) |
| 2344 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. |
| 2345 | Sal wood |
| 2346 | Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. |
| 2347 | 35 mm thick shutters |
| 2348 | 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. |
| 2349 | For fixed portion with Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 2350 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required . |
| 2351 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 2352 | 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 |
| 2353 | Pre-laminated particle board with decorative lamination on both sides |
| 2354 | 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 . |
| 2355 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 2356 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge |
| 2357 | Extruded section profile size 48x40 mm |
| 2358 | Steel 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 et |
| 2359 | Hot finished welded type tubes |
| 2360 | 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. |
| 2361 | Providing and fixing 1st 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. |
| 2362 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 2363 | 20 mm cement plaster of mix : |
| 2364 | 1:4 (1 cement: 4 fine sand) |
| 2365 | 12 mm cement plaster of mix : |
| 2366 | 1:4 (1 cement: 4 coarse sand) |
| 2367 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 2368 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : |
| 2369 | New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 2370 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 2371 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 2372 | Providing 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. limpet washers 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. |
| 2373 | 1.00 mm thick with zinc coating not less than 275 gm/m2 |
| 2374 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 2375 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 2376 | W.C. pan with ISI marked white solid plastic seat and lid |
| 2377 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : |
| 2378 | Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern |
| 2379 | 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: |
| 2380 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 2381 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings |
| 2382 | Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. |
| 2383 | 10 litre (full flush) capacity-white |
| 2384 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 2385 | Flexible pipe, 32 mm dia |
| 2386 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 2387 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 2388 | Rectangular shape 1500x450 mm |
| 2389 | Providing and fixing toilet paper holder : |
| 2390 | C.P. brass |
| 2391 | Providing and fixing soil, waste and vent pipes : |
| 2392 | 100 mm dia Sand cast iron S&S pipe as per IS: 1729 |
| 2393 | 75 mm diameter Sand cast iron S&S pipe as per IS: 1729 |
| 2394 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : |
| 2395 | 75 mm dia pipe |
| 2396 | 100 mm dia pipe |
| 2397 | Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : |
| 2398 | For 100 mm dia pipe |
| 2399 | For 75 mm dia pipe |
| 2400 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 2401 | 100 mm diameter pipe |
| 2402 | 75 mm diameter pipe |
| 2403 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. |
| 2404 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms |
| 2405 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 2406 | 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. |
| 2407 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 2408 | Providing 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 for Concealed work, including cutting chases and making good the walls etc. |
| 2409 | 15 mm nominal outer dia Pipes |
| 2410 | 20 mm nominal outer dia Pipes |
| 2411 | 32 mm nominal outer dia Pipes |
| 2412 | Providing and fixing brass bib cock of approved quality : |
| 2413 | 15 mm nominal bore |
| 2414 | 20 mm nominal bore |
| 2415 | Providing and fixing brass stop cock of approved quality : |
| 2416 | 15 mm nominal bore |
| 2417 | 20 mm nominal bore |
| 2418 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 2419 | 25 mm nominal bore |
| 2420 | 32 mm nominal bore |
| 2421 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 2422 | 20 mm nominal bore |
| 2423 | 25 mm nominal bore |
| 2424 | 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 |
| 2425 | Supplying, Installation, Testing & Commissioning of 2000kg Machine room less (MRL) goods lift withregenerative drive as per CPWD General Specification for Electrical Works (Part-III Lift & Escalator) 2003, BIS Codes, NBC 2016 as amendedupto date, serving different floors in the lift shaft as perdetailed specifications enclosed and as under including all other equipment and accessories complete as required :-(i) Speed - 0.5 MPS(ii) Floors - 5(G+4)(iii) Travel - 17 metres(approx)(iv) Stops & opening : 5 stops and 5 openings(v) Controller: A.C. variable voltage & variable frequency(vi) Automatic rescue device (ARD) complete with dry maintenance free batteries as required. (vii) Operation: Microprocessor based single automatic push button/simplex selective collective/duplex collective selective with/without attendant(viii) Power-415 Volts+10%, 3 phase, 50 Hz, 4 wiressystem(ix) Car Enclosure: Stainless steel scratch proof (Moon Rock/Honeycomb/ Hairline Finish) on all sides and stainless steel decorative ceiling with fans (indirect throw) and LED fitting.(x) The car flooring should be strong to take the rated load without any deformation or damage and antiskid as approved by engineer-in-charge.(xi) Type of doors:-(a) Car: Power operated, centre opening horizontal sliding stainless steel scratch proof (MoonRock/Honeycomb/ Hairline Finish).(b) Landing doors: stainless steel scratch proof .(xii) A hand rail not less that 600mm long at 900mm above floor level to be fixed adjacent to control panel inthe lift car.(xiii) Voice announcement system in the car to announce the position of the elevator in the hoist wayas the car passes or stops at floor served by theelevator. (xiv) Closed loop Control System, protection against power fluctuation, self diagnostic control,Landing doors 2 hours Fire rated, Overloaddetection and protection, Overspeed Governer, DotMatrix LED D & P Indicators In Car & Landings,BMS Compatibility, tamper proof infrared curtain covering almost the entire height of the lift cardoor, Alarm horn, Anti Nuisance Operation, CCTV camera system with 4 MP IP camera, suitable NVRand HDD for 30 days storage backup , Firemen switch, 2/3 way intercom, Emergency Stop Switchwith battery backup for fan and light fitting for1 hour, pit ladder.(xv) In case of failure of ARD or other electronic |
| 2426 | 2000 kg |
| 2427 | PARKING LIGHTNING |
| 2428 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 2429 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4/5 Mtr. |
| 2430 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 2431 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 2432 | ROAD LIGHTNING |
| 2433 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 2434 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS2629.4 /5Mtr. |
| 2435 | SCHOOL RENOVATION |
| 2436 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 2437 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 2438 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 2439 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 2440 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 2441 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 2442 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 2443 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 2444 | 4x4 Sqmm +2x4 sqmm earth wire |
| 2445 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 2446 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 2447 | 4C X 25 Sq.mm Aluminium cable |
| 2448 | 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. |
| 2449 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 2450 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 2451 | 1 or 2 Module (75 mm x 75 mm) |
| 2452 | 3 Module (100 mm x 75 mm) |
| 2453 | 6 Module (200 mm x 75 mm) |
| 2454 | 12 Module( 200 mm x 150mm) |
| 2455 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 2456 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 2457 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 2458 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 2459 | Bell push |
| 2460 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 2461 | 9- 10 watt |
| 2462 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 2463 | 1050mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 2464 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 2465 | 6 way, Double door |
| 2466 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 2467 | 6 way (4 + 18), Double door |
| 2468 | 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 |
| 2469 | Single pole |
| 2470 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 2471 | 63 Amp |
| 2472 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 2473 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 2474 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 2475 | SOLAR PV PLANT |
| 2476 | Supplying Installation, Testing and Commissioning of on-grid Solar Photovoltaic Power Plant including 5 years AMC conforming to various applicable standards BIS, IEC, MNRE guidelines, the Central Electricity Authority Regulations and CPWD Specifications as amended up to date, consisting of Mono/Poly Crystalline silicon solar cells module, net metering facility, necessary control, protections, earthing, cabling, mounting structure, junction boxes, power conditioning units, Real time online web interfaced Data Monitoring System, Distribution panels, grid connecting arrangement, conduits, pipes, cable trays and other accessories etc. as required.a) High Energy Efficiency Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 23% at STC with temperature coefficient of Pmax better than -0.30% per 0C. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Solar Modules shall be designed to operate in relative humidity upto 100% with temperature between -10 0C and +85 0C. Further, each PV module used in any solar power project must have Radio frequency identification tag with information such as name of manufacturer, month and year of manufacturing, country of origin (separately for Solar cell and module), I-V curve, Unique Serial No and Model No of the module, Wattage, Im, Vm and FF, name of test lab issuing IEC certificate.b)Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 415 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC with a variation of 10% at nominal voltage. Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 0C, Minimum IP-65 for outdoor and Minimum IP 21 for indoor, Built-in meter and data logger, MPPT, switching devices IGBT/MOSFETs and controller Microprocessor /DSP. PCU/inverter shall be capable of complete automatic operation including wake-up, synchronization & shutdown. The PCU shall be able to withstand unbalanced load conforming to IEC standard with shutdown/standby mode. It must be provided with grid islanding along with manual disconnect pole isolation switch besides automatic disconnection. Minimum protections: Mains Under / Over Voltage, Over current, Over/Under grid frequency, Over temperature, Surge voltage induced at output due to external source, Short-circuit, Lightening, Anti Islanding (for grid synch. Mode) and other protections as per applicable standards. LCD/LED display of minimum parameters: DC input voltage, DC current, AC Voltage and current (all 3 phases, in case of 3 phase), Instantaneous & cumulative AC output power, Daily DC energy produced and other parameters applicable standard. Communication interface RS 485 / RS 232.c) Module mounting structure: The roof top solar plant generation units shall be installed by using supporting Aluminium/Galvanized MS structure (mass of zinc coating shall be as per IS4759 ) having minimum head room clearance of 2.4 meter above the terrace level / ground level. The mounting structure would be designed to sustain wind load and seismic parameter of the site of installation. All the structure shall be design as per applicable BIS code and the material shall also confirm the applicable BIS Code. Structural material shall be corrosion resistant and electrolytically compatible with the materials used in the module frame, its fasteners, nuts and bolts. The suitable arrangements for maintenance and cleaning shall be provided.d) Real time online web interfaced Data Monitoring System complete with accessories for various parameters such as Solar Irradiance, temperature, AC Output Voltage and current, Output Power, Power factor, DC Input Voltage and Current, Time Active, Time disabled, Time Idle, Power produced and other parameters as per standard practices.e) Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. Each junction box shall be made of GRP/FRP/Powder Coated Aluminium /cast aluminium alloy with full dust, water & vermin proof arrangement with High quality Suitable capacity Metal Oxide Varistors(MOVs) (semiconductor diode with resistant applied voltage)/ surge arrestors and suitable Reverse Blocking Diodes, isolation switches isolate the DC input to Inverter, copper bus bar etc.f) Lightning, surge voltage protection, earthing protection and grid islanding.g) Cables: Connections & Interconnections by required size IR/UV protected XLPE insulated copper conductor 1.1 kV grade armored power and control cables(ISI Marked) along with supplying & fixing of necessary channel/conduit, GI cable trays, supports, lugs, thimble and other accessories etc. as required.h) DC Distribution Board And AC Distribution Panel Board: IP65, free standing, metal cladded, having copper bus bar, having required protection and control gears, connection-interconnection, etc. as required. including 5 years AMC |
| 2477 | SATTESWAR MAHADEV TEMPLE |
| 2478 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 2479 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 2480 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 2481 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 2482 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 2483 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 2484 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 2485 | 2x10 sq. mm + 1x6 sq. mm earth wire |
| 2486 | 2x16 sq. mm + 1x6 sq. mm earth wire |
| 2487 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 2488 | 4x4 Sqmm +2x4 sqmm earth wire |
| 2489 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 2490 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 2491 | 4C X 25 Sq.mm Aluminium cable |
| 2492 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 2493 | Upto 35 sq. mm |
| 2494 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 2495 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 2496 | 1 or 2 Module (75 mm x 75 mm) |
| 2497 | 3 Module (100 mm x 75 mm) |
| 2498 | 6 Module (200 mm x 75 mm) |
| 2499 | 12 Module( 200 mm x 150mm) |
| 2500 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 2501 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 2502 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 2503 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 2504 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 2505 | 9- 10 watt |
| 2506 | 14- 15 watt |
| 2507 | Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with, 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) |
| 2508 | 36 Watt |
| 2509 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 2510 | 6 way, Double door |
| 2511 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 2512 | 6 way (4 + 18), Double door |
| 2513 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/recess, complete with testing and commissioning etc. as required. |
| 2514 | For 6 way, Double door SPN MCBDB |
| 2515 | 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 |
| 2516 | Single pole |
| 2517 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 2518 | 63 Amp |
| 2519 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 2520 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 2521 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 2522 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 2523 | 1050mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 2524 | 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. |
| 2525 | Providing & Fixing of Double ball Bearing copper wounded capacitor start single phase metallic blade fresh air fan in existing opening including cost of hardware flexible 3 core copper making connection testing etc.300mm Sweep |
| 2526 | Supply,Installation, Testing, Commissioning of 5W surface mounted LED Step light fixture, The neatly designed modern and minimal step light melds into the background settings and provides just the right ambient illumination to create an interesting setting. Key features are: LED light with beautiful light pattern, Highlight the outdoors, Endurance meets contemporary style, Clean lines, sleek design, warm white light, Robust finish, Long life LED source, housing made with aluminium & Anthracite grey finish, LED integrated, IP44, system wattage of 5W with system lumen of 165lm @ 3000K, product dimension of (L x W x H): 201mm x 91mm x 35mm, Similar to Signify or Philip Cat. Ref no: 31436 or Equivalent as per meeting Tender Specs. |
| 2527 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 2528 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS26294 /5Mtr. |
| 2529 | SPICE PRODUCTION CENTRE |
| 2530 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 2531 | Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 2532 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group C |
| 2533 | Wiring for light/ power plug with 2X4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable for loop earthing as required. |
| 2534 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. |
| 2535 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 2536 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 2537 | 2x10 sq. mm + 1x6 sq. mm earth wire |
| 2538 | 2x16 sq. mm + 1x6 sq. mm earth wire |
| 2539 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. |
| 2540 | 4x4 Sqmm +2x4 sqmm earth wire |
| 2541 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 2542 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 2543 | 4C X 25 Sq.mm Aluminium cable |
| 2544 | above 185 sqmm and upto 400 sqmm |
| 2545 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. |
| 2546 | Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) |
| 2547 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 2548 | Upto 35 sq. mm |
| 2549 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 2550 | 3½ X 25 sq. mm (28mm) |
| 2551 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall |
| 2552 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required |
| 2553 | 100 mm dia |
| 2554 | 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. |
| 2555 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). |
| 2556 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required. |
| 2557 | 1 or 2 Module (75 mm x 75 mm) |
| 2558 | 3 Module (100 mm x 75 mm) |
| 2559 | 6 Module (200 mm x 75 mm) |
| 2560 | 12 Module( 200 mm x 150mm) |
| 2561 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 2562 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 2563 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 2564 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 2565 | Telephone/Data Socket Outlet |
| 2566 | TV antena Socket Outlet |
| 2567 | Bell push |
| 2568 | Supplying and drawing following pair 0.5 mm dia FRLS/HFFR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 2569 | 1 Pair |
| 2570 | 2 Pair |
| 2571 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 2572 | Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim |
| 2573 | 9- 10 watt |
| 2574 | 14- 15 watt |
| 2575 | Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with, 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) |
| 2576 | 36 Watt |
| 2577 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 2578 | 1050mm, service value ≥ 5.1 CM/Min/Watt, air delivery 150 CM/Min (Minimum) |
| 2579 | 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 earthingetc. as required. (But without MCB/RCCB/Isolator) |
| 2580 | 6 way, Double door |
| 2581 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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). |
| 2582 | 6 way (4 + 18), Double door |
| 2583 | 8 way (4 + 24), Double door |
| 2584 | Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/recess, complete with testing and commissioning etc. as required. |
| 2585 | For 6 way, Double door SPN MCBDB |
| 2586 | 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 |
| 2587 | Single pole |
| 2588 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 2589 | 40 Amp |
| 2590 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 2591 | 40 Amp |
| 2592 | 63 Amp |
| 2593 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 2594 | Supplying, Installation, Testing & Commissioning of ‘Silent Type Diesel Generating set as per CPCB IV + or better norms along with having Prime Power Rating of KVA as below, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor, including testing at factory and site with fuel, load for test and other necessary arrangements Complete as per CPWD specifications, should have QR code which should contain drawing, test report OEM manual,Geo- Tag of manufacturing location, rating plate as per relevant IS Code etc. and consisting of the followings:(A) Diesel Engine:Tourbocharged Diesel engine 4 stroke water cooled, multi cylinder, dynamically balanced fly wheel, electric start of suitable BHP at 1500 RPM suitable for above output of alternator at 40 0C, 50% RH & at 1000 Meter MSL , capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be with Electronic governor, Dry type Air filter with service indicator, first filling of engine fuel (after commissioning) lubricating Oil, Coolant and other consumables complete with all the required accessories, the Electronic governor shall be as per ISO 8528.The engine shall comply to the latest CPCB norms (CPCB IV + or better) and Conforming to BS 5514, BS 649, IS 10000, IS 10002, IS 13018 and as per CPWD specifications.(B) Engine mounted Instrument Panel fitted with and having digital dis Plate for following:(i) Start-stop switch with key(ii) Water temperature indication(iii) Lubrication oil pressure indication(iv) Lubrication oil temperature indication(v) Battery charging indication and Voltage indication(vi) RPM indication(vii) Over speed indication(viii) Low lubricantion Oil trip indication(ix) Engine Running Hours indication(x) Fuel LevelC) Alternator:Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 0C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen Protected Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of taking 10% over loading for one hour after 12 hours of continuous operation, self cooled,self-excited and self-regulated through AVR conforming to IS13364(Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- H insulation.(D) Base Frame & Foundation:Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer.(E) FUEL TANK:Daily service fuel tank of suitable liters capacity as per CPWD Specifications, fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications.(F) Exhaust System:Dry exhaust manifold with hospital type exhaust silencer and catalytic convertor.(G) Starting System:12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications. The battery shall be housed inside the acoustic enclosure of DG Set.(H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air in to the atmosphere and the temperature rise inside the enclosure, noise level outside enclosure. The acoustic enclosure should be suitable for cable connection/connection through bus-trunking. Such arrangements on acoustic enclosure should be water proof & dust-proof conforming to IP-65 protection. The enclosure shall be as per CPCB IV + or better norms etc. and as per CPWD specifications.(I) AMF Panel:Free standing floor mounted IP 42 automatic mains failure control panel including auto by-pass, suitable for KVA as below for silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere Reative Hour (KVARH), KVA (Phase & Total), KW & provision for overload, short circuit, restricted earth fault, under frequency, power (aluminium) and control (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and DG Set including connection interconnection etc. as required, all complete and inter locking and communication/Ethernet /RS485/SNMP port open protocol for BMS integration including suitable software, the panel shall be of DG Set OEM make etc. as per approved by Engineering in charge and including the following:1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated draw out with cradle type 3 position ACB/ MCCB with electronic release for O/C & E/F and shunt trip.2. Auto/Manual/Test/Off selector switch3. Protection for under and over voltage phase reversal (2 nos Over voltage relay, 2 Nos. reverse power relay and 2 Nos. under voltage relay).4. 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for metering5. Energy analyser unit to indicate current, Voltage( LN & L_L), kW, kVA (Phase & Total), Frequency, KWH,PF.6. LED Indicating lamps for load on mains and load on set7. Fuse/ MCB for instruments8. Battery charger, complete with transformer/ rectifier, D.C. voltmeter and ammeter, selector switch for trickle, off and boost and current adjustment.9. Main supply failure monitor10. Supply failure timer11. Restoration timer12. Control unit with three impulse automatic engine start/stop and failure to start lockout.13. Impulse counter with locking and reset facility.14. ON/OFF/Control circuit switch with indicator15. Audio/Video annunciation for(i) High water temperature(ii) Low lubricating oil pressure(iii) Engine over speed(iv) Engine fails to start(v) Full load/maximum load warning16. Protection for over/under Frequency, Loss of AC sensing, Over Current, Unbalancing load with suitable number of relays and accessories 17. Maintenance notification based on Engine Run Hour & due date.18. Load Management through PLC to achieve auto opening and closing of incomer breakers, bus coupler switching of essential panel , interlocking providing signal to AMF Panel for load status and AMF shall give command to DG Set to auto start / auto stop depending upon load status and requirement etc. and necessary hardware and software required to perform the operation shall be provided by the contractor including all control wiring. |
| 2595 | 50 KVA |
| 2596 | Solar Street Light All in One Supply Installation, testing and commissioning of IP65/IK09, 30 Watt Smart integrated Solar Street Light (LED based) mono perk consist of white LED luminaire ( LED + Driver) and including battery Li-FEPo 4 , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:MPPT charge Controller and PIR Sensor with Colour Temprature 6000-6500K-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.Autonomy-2 dyas with Diming Profile30 Watt (System lumen efficacy >120 lm/Watt) |
| 2597 | Supply and erection of M.S galvanized Octagonal pole (as per BSEN 40-3-3: 2023/BSEN 10025/IS 2062/IS:875-Part-1 2015/for MS plate for base flange) of Following Length and dimension with base plate on Cement concrete foundation of M-20 grade 1:1.5.3) as per IS-456/IS-2911 with the Help of anchor bolts of 6.8(IS: 1367 P III).Octagonal MS Pole made of S-355JO grade Steel sheet folded length wise to obtained OCtagonal shape having longtitudal seam welded and hot diped galvanized internally and externally in accordance with IS26294 /5 Mtr. |
| 2598 | Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 2599 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 2600 | Environmental Monitoring |
| 2601 | Air Quality /Monitoring |
| 2602 | Water Quality Monitoring |
| 2603 | Noise Level Monitoring Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 33 daysNov 18, 2026
Bid Opening Date
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