Tender For Estimate For Installation/Construction Of Roof Top Rain Water Harvesting Structures At Hiralal Ramniwas Inter College, Dist. Santkabir Nagar.
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Ref. Documents
Estimated cost
Bid Submission
09 Sep 2026
5 days left
EMD
34000
Bank guarantee accepted
Document Fee
854
Non-refundable
Tender Type
Online
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Competition Type
NCB
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Tender
Location / State
Basti → Uttar Pradesh
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Available
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Not Available
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Project Description
Tender for Estimate For Installation/Construction Of Roof Top Rain Water Harvesting Structures At Hiralal Ramniwas Inter College, Dist. Santkabir Nagar.
BOQ
| Sl. No. | Item Description |
| 1 | PREPARATION/CONSTRUCTION OF RECHARGE WELL |
| 2 | 350 mm Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribedin IS: 2800 (part I), including collecting samples from different strata, preparing and submittingstrata 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 90metre depth below ground level(DSR 23.1.1.2) |
| 3 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.(DSR 23.12) |
| 4 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVCmedium well casing (CM) pipe of 150 mm dia, conforming to IS: 12818, including required hireand labour charges, fittings & accessories etc. all complete, for all depths, as per direction ofEngineer -in-charge (DSR 23.3.2) |
| 5 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin-charge.(DSR 23.4.2) 150 mm dia |
| 6 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.(DSR 23.14.2)150 mm dia |
| 7 | Providing & Filling of Pea Gravel of Size 2 mm to 4 mm dia. into bore well including cost of labour, material etc. required for proper completion of work. (UPGWD SOR) |
| 8 | Supply & installation of 150 mm dia casing MS pipe. (DSR Material code 7743, chapter 3 materials) |
| 9 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top ofbore well housing/ casing pipe, removable as per requirement, all complete for borewell (DSR 23.13.2)150 mm dia |
| 10 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (DSR 23.15.2) 150 mm dia |
| 11 | Supply and installation of 150 mm dia MS air vent system. (As per Matket rate) |
| 12 | CONSTRUCTION OF RECHARGE TANK AND FILTER CHAMBER (RECHARGE TANK SIZE 4.0x2.0x2.50Mt. AND FILTER CHAMBER SIZE 2.0x2.0x2.50 Mt.) |
| 13 | 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. ( DSR 2.6.1) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :. 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)In foundation & floors. (DSR 4.1.8) |
| 15 | 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) (DSR 6.1.1 ) |
| 16 | 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 :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) ( DSR 5.1.3) |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR 5.22.1 Mild steel and Medium Tensile steel bars) |
| 18 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm thick (DSR 13.9.2) |
| 19 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (DSR 11.3.1) |
| 20 | Filling of Excavated earth in trnches plinth sides of foundation etc. (DSR 2.25) |
| 21 | Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.2 |
| 22 | Supply and laying 150mm PVC slotted pipe into filter tank. (DSR 7751) |
| 23 | Supply and fixing of Galvenised wire mess of avg width of aperture 1.4 mm and nominal dia of wire 0.63 mm. (DSR 7029) |
| 24 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in rechargepit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction ofEngineer -in-charge. in filter Tank (DSR 23.7) |
| 25 | Providing & Filling of Pea Gravel of Size 2 mm to 4 mm dia. into bore well including cost of labour, material etc. required for proper completion of work. (UPGWD SOR) |
| 26 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge in filter Tank(DSR 23.5) |
| 27 | Making provision of overflow system complete in all respect including cost of all materials. (As per Market Rate.) |
| 28 | MS Ladder (As per Market Rate) |
| 29 | Layer of loose Brick (Common burnt clay F.P.S. (non modular) bricks class designation 7.5 DSR: 2602) Non modlar Brick-230*110*70mm |
| 30 | CONVEYANCE PIPE LINE WORK WITH CHAMBERS |
| 31 | Supply of PVC pipe conforming IS mark with all required Tee, Coupler, Elbow, Reducer etc. (i) 100 mm dia 6 Kgf/cm2 Pressure PVC Pipe (7758 DSR) |
| 32 | (ii) 150 mm dia 6 Kgf/cm2 Pressure PVC Pipe (DSR 7745) |
| 33 | (iii) 200 mm dia 6 Kgf/cm2 Pressure PVC Pipe ( DSR 7746) |
| 34 | Construction of 900x900x900 mm size inlet chamber with class 150 brick work 1:3 cement mortar with RCC slab on top along with proper by-pass arrangement to run-off excess rain water. |
| 35 | Construction of 750x750x750 mm size inlet chamber with class 150 brick work 1:3 cement mortar with RCC slab on top along with proper by-pass arrangement to run-off excess rain water. |
| 36 | Construction of 600x600x600 mm size inlet chamber with class 150 brick work 1:3 cement mortar with RCC slab on top along with proper by-pass arrangement to run-off excess rain water. |
| 37 | Construction of 450x450x450 mm size inlet chamber with class 150 brick work 1:3 cement mortar with RCC slab on top along with proper by-pass arrangement to run-off excess rain water. |
| 38 | Excavating trenches by mechinical / 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.(Assuming 80% of Total Laying Pipe)(DSR 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia) |
| 39 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (Assuming 20% of Total Laying Pipe)DSR 15.2.1 Nominal concrete 1:3:6 or leaner mix (i/c equivalent design mix) |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :. 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)In foundation & floors. (Assuming 20% of Total Laying Pipe) (DSR 4.1.5) |
| 41 | Laying and Jointing PVC Pipe. Heading |
| 42 | Supply & fixing of new down pipe with all required Tee, Coupler, Elbow, Reducer etc. 100 mm dia 6 Kgf/cm2 Pressure PVC Pipe (7758 DSR) |
| 43 | All required accessories for provision of drained off first rain water flush-out system as per site requirment & instructions. (As per Market Rate) |
| 44 | Fabrication & supply of angle Iron Sign board of frame size 1.20x0.90x1.95 mt. with cross strip & beading of size 30x4 mm welded on frame of MS angle size 40x40x5 mm and MS sheet of 18 gauge as per drawing & design including all labour, material and T&P etc. complete.(As per UPGWD SOR) |
| 45 | Fixing of legs of sign board on cement concrete block of size 0.30x0.30x0.60 mt. in ratio 1:3:6 as per drawing & design including all labour, material etc. complete.(As per UPGWD SOR) |
| 46 | Painting of angle iron sign board with double coat primer and enamel paint of black colour on frame both side and sky blue on MS sheet both side including all labour, material etc. complete.(As per UPGWD SOR) |
| 47 | Writing on angle iron sign board both sides of given matter with Post Office Red Color Fluorescent Paint as per drawing and detail given including all labour, material etc. complete.(As per UPGWD SOR) |
| 48 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 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) (RECHARGE TANK+FILTER CHAMBER+COLLECTION CHAMBERS) (DSR 13.47.1) Calculation |
| 49 | Laying and Jointing PVC Pipe. Heading |
| 50 | Transportation of trolley mounted DC/DTH Rig Machine with its accessories such as drill rods etc. up to site. (UPGWD S.O.R. dated 01/06/23 S.N.01) |
| 51 | Water Supply Charges for drilling work. (UPGWD S.O.R. dated 01/06/23 S.N.02) |
| 52 | Drilling of 200 mm Borewell by DC Rig Machine. (UPGWD S.O.R. dated 01/06/23 S.N.03) |
| 53 | Supply & Lowering of 100 mm dia plain PVC casing Pipe (confirming IS :12818) assembly including cost of labour etc complete. (DSR-2023 VOL-2 23.3.1) |
| 54 | Supply & Lowering of 100 mm dia CS/CM Ribbed Screen Casing Pipe (confirming IS :12818) assembly. (DSR-2023 VOL-2 23.4.1) |
| 55 | Providing and fixing 100 mm dia threaded PVC end cap. (1 No for each well) (UPGWD S.O.R. dated 01/06/23 S.N.06) |
| 56 | Providing and fixing M.S. Pipe of 150mm dia. (confirming IS : 1239) (UPGWD S.O.R. dated 01/06/23 S.N.07) |
| 57 | Providing and fixing 150 mm dia M.S. Clamp for holding MS Pipe. (UPGWD S.O.R. dated 01/06/23 S.N.08) |
| 58 | Providing and fixing size 200mmx200mm & thickness 6 mm square MS plate including 04 No. Fastner set. (UPGWD S.O.R. dated 01/06/23 S.N.09) |
| 59 | Providing and filling of Pea-Gravel of size 2 mm to 4 mm dia from Lalkuan quarry into bore well. (UPGWD S.O.R. dated 01/06/23 S.N.10) |
| 60 | Development of bore well by 3 HP Compressor.(UPGWD S.O.R. dated 01/06/23 S.N.11) |
| 61 | Earth wrok in excavation in trenches for foundation in ordinary soil lift up to 1.5 Mt and lead up to 50 Mt 1.5mx1.5mx1.0m = 2.25 cum (DSR-2023 VOL-2 23.3.1) |
| 62 | Providing and laying cement concrete 1:4:8 cement, fine sand and brick ballast 40mm size in foundation and flooring with ramming and dressing etc. complete work with all material, labour T&P as required. 1.5mx1.5x0.15m = 0.3375 cum (DSR-2023 VOL-2 23.3.1) |
| 63 | Providing and laying cement concrete 1:2:4 (1 cement, 2 coarse sand : 4 graded stone ballast 20 mm nominal size) including suppply of all materials, labour and T&P etc. required for proper completion of the work. 0.8mx0.8mx1.2m = 0.768 cum0.60 m x 0.60 m x 0.15m = 0.054cum (DSR-2023 VOL-2 23.3.1) |
| 64 | Febrication of Security System as per design including cost of labour materials etc. required proper completion of work. (UPGWD S.O.R. dated 01/06/23 S.N.15) |
| 65 | Febrication and supply of angle iron sign board of frame size 1.20x0.90x1.95 with cross strips and beading of size 30x4mm welded on frame size 10x40x5 mm frame and M.S. sheet of 18 gauge as per drawing and design including all labour and material, etc. reqd. (UPGWD S.O.R. dated 01/06/23 S.N.16) |
| 66 | Fixing of sign board legs on cement concrete block of size 0.30x0.30x0.60m in ratio 1:3:6 as per drawing and design including all labour and material (UPGWD S.O.R. dated 01/06/23 S.N.17) |
| 67 | Painting of angle iron sign board with double coat primer and enamel paint of black colour on frame both side and sky blue on M.S. sheet both side (UPGWD S.O.R. dated 01/06/23 S.N.18) |
| 68 | Writing on angle iron sign board both sides of given matter with Post office Red colour Florescent paint as per drawing and design. (UPGWD S.O.R. dated 01/06/23 S.N.19) |
| 69 | Loading/unloading & transportation of material , T&P including all labour etc complete. (UPGWD S.O.R. dated 01/06/23 S.N.20) |
| 70 | Tentage charges (UPGWD S.O.R. dated 01/06/23 S.N.21) |
| 71 | Reduced Level survey work for fixing Lattitude, Longitude including all labour, T&P etc. as required. (UPGWD S.O.R. dated 01/06/23 S.N.22) |
| 72 | Installation of DWLR |
| 73 | Providing and installing of digital water level recorder Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
TodaySep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 10, 2026
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