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Tender Value
₹4.9 Cr
EMD Value
₹3.9 L
Closing Date
13 Mar 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
NORTH
15 conditions · 3 needing a document upload
Financial Eligibility Criteria as per Clause 10.2 of Part-I of IRSGCC-2022 and ACS No.1 dt 14.07.22: The tenderer must have minimum average annual contractual turnover of 'V/N' Or 'V' whichever is less; where V=Advertised value of the tender in crores of Rupees; N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-F (Annexure-VIB of GCC), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
C-2: Any Civil Engineering Works (excluding Track works/Zonal works).
16 conditions · 5 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
The original BG (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/GNT Division)before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
Tender value is including escalation of (-)10% (minus Ten percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General lnstructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Augmentation of watering facilities and Drainage arrangements for staff quarters in various stations under DEN/North/GNT in GNT division.
487-DRM-W-GNT-Tid-2842
487-DRM-W-GNT-Tid-2842
Open
Works - General
12 Months
Guntur, Andhra Pradesh
₹0
₹3.9 L
13 Mar 2026
19 Feb 2026
27 Feb 2026
230 items across 3 schedules · ₹5,38,73,936.4 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| 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. | — | — | — | — | |
| 1 | All kinds of soil | cum | 5321 | 205.45 | 10,93,199.45 |
| 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. | — | — | — | — | |
| 2 | Ordinary rock | cum | 520 | 412.95 | 2,14,734 |
| Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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 : | — | — | — | — | |
| All kinds of soil | — | — | — | — | |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 2500 | 417.35 | 10,43,375 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 120 | 2,161.2 | 2,59,344 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 5 | 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) | cum | 65 | 7,365.15 | 4,78,734.75 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone- III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 495 | 6,670.25 | 33,01,773.75 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 7 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 1810 | 57.15 | 1,03,441.5 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | — | — | — | — | |
| 8 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 230 | 8,364.2 | 19,23,766 |
| Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | — | — | — | — | |
| 9 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 135 | 10,185.05 | 13,74,981.75 |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 100 | 10,719.3 | 10,71,930 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 461 | 307.95 | 1,41,964.95 |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 703 | 669.55 | 4,70,693.65 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 645 | 766.55 | 4,94,424.75 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 490 | 608.35 | 2,98,091.5 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 578 | 804.25 | 4,64,856.5 |
| 16 | Stairs, (excluding landings) except spiral-staircases | Sqm | 70 | 657.75 | 46,042.5 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 17 | Under 20 cm wide | Metre | 115 | 181.9 | 20,918.5 |
| Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). | — | — | — | — | |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 1020 | 319.25 | 3,25,635 |
| PRE-CAST RCC | — | — | — | — | |
| 19 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 4.5 | 9,673.5 | 43,530.75 |
| MISCELLANEOUS | — | — | — | — | |
| 20 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 2845 | 253.05 | 7,19,927.25 |
| 21 | Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same. | Sqm | 630 | 133.9 | 84,357 |
| MASONRY WORK | — | — | — | — | |
| 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 : | — | — | — | — | |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 136 | 8,288.35 | 11,27,215.6 |
| EXPOSED BRICK WALL | — | — | — | — | |
| Brick work with modular extruded burnt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : | — | — | — | — | |
| 23 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 100 | 6,528.7 | 6,52,870 |
| CLADDING WORK | — | — | — | — | |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 24 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 160 | 1,063.45 | 1,70,152 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. | — | — | — | — | |
| 25 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 6 | 10,030.3 | 60,181.8 |
| STEEL WORK | — | — | — | — | |
| Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. | — | — | — | — | |
| 26 | M.S. tube | Kg | 1230 | 157.15 | 1,93,294.5 |
| 27 | 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.). | Kg | 700 | 612.25 | 4,28,575 |
| FLOORING | — | — | — | — | |
| Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | — | — | — | — | |
| 28 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 550 | 545 | 2,99,750 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 29 | 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. | Sqm | 50 | 935.6 | 46,780 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 30 | Size of Tile 600x600 mm | Sqm | 25 | 1,416.65 | 35,416.25 |
| Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). | — | — | — | — | |
| 31 | Size of Tile 600x600 mm | Sqm | 5 | 1,676.15 | 8,380.75 |
| ROOFING | — | — | — | — | |
| Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): | — | — | — | — | |
| 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. | — | — | — | — | |
| 32 | 75 mm diameter | Metre | 600 | 213 | 1,27,800 |
| 33 | 110 mm diameter | Metre | 1500 | 319.75 | 4,79,625 |
| 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. | — | — | — | — | |
| Shoe (Plain) | — | — | — | — | |
| 34 | 110 mm Shoe | Each | 80 | 115.95 | 9,276 |
| 35 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. | Sqm | 480 | 671.55 | 3,22,344 |
| Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : | — | — | — | — | |
| 36 | Ridges plain (500 - 600mm) | Metre | 60 | 450.6 | 27,036 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 15 mm cement plaster on the rough side of single or half brick wall of mix : | — | — | — | — | |
| 37 | 1:6 (1 cement: 6 fine sand) | Sqm | 1100 | 324.3 | 3,56,730 |
| 20 mm cement plaster of mix : | — | — | — | — | |
| 38 | 1:4 (1 cement: 4 fine sand) | Sqm | 300 | 402.15 | 1,20,645 |
| CEMENT PLASTER (IN COARSE SAND) | — | — | — | — | |
| 20 mm cement plaster of mix : | — | — | — | — | |
| 39 | 1:4 (1 cement: 4 coarse sand) | Sqm | 300 | 421.4 | 1,26,420 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. | — | — | — | — | |
| 40 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 4850 | 154.45 | 7,49,082.5 |
| REPAIRS TO BUILDING | — | — | — | — | |
| ROUTINE MAINTENANCE WORK | — | — | — | — | |
| 41 | Dismantling W . C . Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. | Each | 170 | 110.7 | 18,819 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 42 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 508 | 2,007.1 | 10,19,606.8 |
| 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. | — | — | — | — | |
| 43 | In cement mortar | cum | 151 | 1,698.45 | 2,56,465.95 |
| Demolishing stone rubble masonry 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 : | — | — | — | — | |
| 44 | In cement mortar | cum | 40 | 2,027.1 | 81,084 |
| Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: | — | — | — | — | |
| 45 | R.S. Joists | Kg | 30000 | 2.8 | 84,000 |
| 46 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 24000 | 4.65 | 1,11,600 |
| 47 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 210 | 219.35 | 46,063.5 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : | — | — | — | — | |
| Kitchen sink without drain board | — | — | — | — | |
| 48 | 610x460 mm bowl depth 200 mm | Each | 210 | 3,337.85 | 7,00,948.5 |
| Providing and fixing white vitreous china water closet squatting pan (Indian type) : | — | — | — | — | |
| 49 | Orissa pattern W.C. pan of size 580x440 mm | Each | 80 | 2,758.2 | 2,20,656 |
| 50 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 120 | 2,403.65 | 2,88,438 |
| Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. | — | — | — | — | |
| 51 | 10 litre capacity - White | Each | 200 | 1,023.05 | 2,04,610 |
| Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : | — | — | — | — | |
| 52 | White solid plastic seat with lid | Each | 160 | 586.55 | 93,848 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| 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 | — | — | — | — | |
| 53 | 20 mm nominal dia Pipes | Metre | 1200 | 325.1 | 3,90,120 |
| 54 | 25 mm nominal dia Pipes | Metre | 1500 | 408.55 | 6,12,825 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work | — | — | — | — | |
| 55 | 25 mm nominal dia Pipes | Metre | 2300 | 370.65 | 8,52,495 |
| 56 | 40 mm nominal dia Pipes | Metre | 1800 | 559.2 | 10,06,560 |
| 57 | 50 mm nominal dia Pipes | Metre | 2200 | 811.85 | 17,86,070 |
| Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall | — | — | — | — | |
| 58 | 25 mm dia nominal bore | Metre | 500 | 491.2 | 2,45,600 |
| 59 | 40 mm dia nominal bore | Metre | 1000 | 725.15 | 7,25,150 |
| 60 | 50 mm dia nominal bore | Metre | 3000 | 893.2 | 26,79,600 |
| Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.-External work | — | — | — | — | |
| 61 | 50 mm dia nominal bore | Metre | 2400 | 654.2 | 15,70,080 |
| 62 | 80 mm dia nominal bore | Metre | 600 | 919.1 | 5,51,460 |
| 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 : | — | — | — | — | |
| 63 | 25 to 40 mm nominal bore | Each | 15 | 757.1 | 11,356.5 |
| 64 | 50 to 80 mm nominal bore | Each | 10 | 1,513.7 | 15,137 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 65 | 25 mm nominal bore | Each | 180 | 532.35 | 95,823 |
| 66 | 20 mm nominal bore | Each | 250 | 461.75 | 1,15,437.5 |
| 67 | 40 mm nominal bore | Each | 10 | 707.3 | 7,073 |
| 68 | 50 mm nominal bore | Each | 112 | 878.25 | 98,364 |
| Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : | — | — | — | — | |
| 69 | 20 mm nominal bore | Each | 80 | 397.45 | 31,796 |
| 70 | 25 mm nominal bore | Each | 100 | 399.15 | 39,915 |
| Providing and fixing gun metal non- return valve of approved quality (screwed end) : | — | — | — | — | |
| 50 mm nominal bore | — | — | — | — | |
| 71 | Horizontal | Each | 14 | 1,173.65 | 16,431.1 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : | — | — | — | — | |
| 100 mm diameter | — | — | — | — | |
| 72 | Class II | Each | 24 | 4,500.25 | 1,08,006 |
| 150 mm diameter | — | — | — | — | |
| 73 | Class II | Each | 18 | 6,661.8 | 1,19,912.4 |
| 300 mm diameter | — | — | — | — | |
| 74 | Class II | Each | 2 | 27,521.5 | 55,043 |
| Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : | — | — | — | — | |
| 75 | 100 mm diameter pipe | Metre | 600 | 304.75 | 1,82,850 |
| Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : | — | — | — | — | |
| 76 | 50 mm nominal bore | Each | 60 | 1,280.3 | 76,818 |
| 77 | 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. | Litre | 95000 | 9.7 | 9,21,500 |
| PTMT FITTINGS | — | — | — | — | |
| Providing and fixing PTMT bib cock of approved quality and colour. | — | — | — | — | |
| 78 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 700 | 143.3 | 1,00,310 |
| Providing and fixing PTMT stop cock of approved quality and colour. | — | — | — | — | |
| 79 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 300 | 113.85 | 34,155 |
| AIR VALVE & WATER METER (BULK TYPE) | — | — | — | — | |
| Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : | — | — | — | — | |
| 80 | 50 mm dia | Each | 30 | 5,171.75 | 1,55,152.5 |
| 81 | 100 mm dia | Each | 15 | 8,214.1 | 1,23,211.5 |
| Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : | — | — | — | — | |
| 82 | 100 mm dia | Each | 4 | 6,637.55 | 26,550.2 |
| 83 | 150 mm dia | Each | 4 | 8,394.25 | 33,577 |
| Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. | — | — | — | — | |
| 84 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 100 | 459.4 | 45,940 |
| 85 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 210 | 136.6 | 28,686 |
| Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : | — | — | — | — | |
| 86 | Up to 600 mm dia | Quintal | 60 | 17,155.9 | 10,29,354 |
| Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : | — | — | — | — | |
| 87 | Up to 600 mm dia | Quintal | 50 | 18,025.6 | 9,01,280 |
| Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : | — | — | — | — | |
| 88 | 100 mm dia pipes | Joint | 220 | 96.15 | 21,153 |
| 89 | 150 mm dia pipes | Joint | 500 | 156.05 | 78,025 |
| Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : | — | — | — | — | |
| 90 | 100 mm dia Ductile Iron Class K-7 pipes | Metre | 500 | 1,121.1 | 5,60,550 |
| 91 | 150 mm dia Ductile Iron Class K-7 pipes | Metre | 300 | 1,601.3 | 4,80,390 |
| 92 | 100 mm dia Ductile Iron Class K-9 pipes | Metre | 500 | 1,081.35 | 5,40,675 |
| 93 | 150 mm dia Ductile Iron Class K-9 pipes | Metre | 300 | 1,625.05 | 4,87,515 |
| Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : | — | — | — | — | |
| 94 | 100 mm dia Ductile Iron Double Flanged | Metre | 580 | 1,541.6 | 8,94,128 |
| Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. | — | — | — | — | |
| 95 | 15 mm nominal bore with 45 cm length | Each | 100 | 107.9 | 10,790 |
| Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. | — | — | — | — | |
| 96 | 25mm nominal bore, weighing not less than 62 gms | Each | 400 | 100.55 | 40,220 |
| Cutting holes up to 30x30 cm in walls including making good the same: | — | — | — | — | |
| 97 | With common burnt clay F.P.S. (non modular) bricks | Each | 320 | 362.4 | 1,15,968 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 98 | 100 mm diameter | Metre | 1300 | 375.75 | 4,88,475 |
| 99 | 150 mm diameter | Metre | 1250 | 591.4 | 7,39,250 |
| 100 | 200 mm diameter | Metre | 1000 | 830.4 | 8,30,400 |
| Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality | — | — | — | — | |
| L D- 2.5 | — | — | — | — | |
| 101 | Rectangular shape 600x450 mm internal dimensions | Each | 110 | 1,255.25 | 1,38,077.5 |
| 102 | Square shape 450 mm internal dimensions | Each | 150 | 1,047.8 | 1,57,170 |
| RAIN WATER HARVESTING & TUBEWELLS | — | — | — | — | |
| Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. | — | — | — | — | |
| All types of soil | — | — | — | — | |
| 103 | 300 mm dia | Metre | 500 | 592.05 | 2,96,025 |
| Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. | — | — | — | — | |
| Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. | — | — | — | — | |
| 104 | 150 mm nominal size dia | Metre | 250 | 668.5 | 1,67,125 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| PREFAB/PRECAST TECHNOLOGY | — | — | — | — | |
| Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. | — | — | — | — | |
| 105 | Frame size 65 x 100 mm | Metre | 104 | 1,000.15 | 1,04,015.6 |
| Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate a n d natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) | — | — | — | — | |
| 106 | 30 mm thick | Sqm | 40 | 4,327.7 | 1,73,108 |
| Schedule total | ₹4,35,60,135.5 | ||||
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