Tender For Installation/Construction Of Roof Top Rain Water Harvesting Structures At Manyawar Kanshiram Government Degree College, Gabhana, Aligarh.
Tender Value
27.49 Lakhs
Estimated cost
Bid Submission
29 Oct 2026
5 days left
EMD
55000
Bank guarantee accepted
Document Fee
854
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aligarh → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation/Construction Of Roof Top Rain Water Harvesting Structures At Manyawar Kanshiram Government Degree College, Gabhana, Aligarh.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Recharge Well |
| 2 | Transportation of trolley mounted DC/DTH Rig Machine with its accessories such as drill rods etc. up to site. |
| 3 | Water supply charges for drilling |
| 4 | 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 (i)Drilling of 350 mm dia |
| 5 | Development of bore well by 3 HP submersible pump including cost of labour material etc required for proper completion of work. |
| 6 | Supplying, assembling, lowering and fixing in vertical position in borewell, 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 (i) 150 mm dia |
| 7 | 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 Engineer-in-charge (i) 150 mm dia |
| 8 | 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. |
| 9 | Providing & fixing of 200 mm x 200 mm square MS plate including 4 nos. fasteners etc. |
| 10 | Supply and Installation of M.S. pipe 150 mm dia casing pipe. |
| 11 | C.C.I. (spun) socketed soil, waste and vent pipe 1.80 metres long |
| 12 | 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. ==3.14/4 x 55 x 0.35 x 0.35 – (3.14/4 x 55 x 0.15 x 0.15) = 4.32 |
| 13 | Construction of RECHARGE TANK SIZE 4.0x2.0x2.50Mt. AND FILTER CHAMBER SIZE 2.0x2.0x2.50 Mt. |
| 14 | 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 for all lift, as directed by Engineer-in-charge.(i) All kinds of soil. |
| 15 | Extra for lift beyond 1.5 m depth =Average Lifts = 3.34 – 1.5 /0.3= 6/2=3 |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (i) 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) |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (i) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 18 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.(i)40 mm thick with 20 mm nominal size stone aggregate |
| 19 | 20 mm thick Cement plaster in 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 1 % of 3.72 Cum |
| 21 | Providing and laying reinforced cement concrete in kerbs, steps and the like at or near ground 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). |
| 22 | Cartage of excavated earth 15 Km away from the site including its loading and unloading.Escalated Earth to be filled is= Outer Walls- 2 x 7.11 x 0.21 x 3.34 = 9.97 Cum, 2 x 2 x 0.21 x 3.34 = 2.80 Cum Inside Floor-=2 x 6 x 0.22 x 1.0= 2.64 Cum,4 x 2 x 0.22 x 1.0= 1.76 Cum, Total=17.17 Cum, Balance= 61.25 – 17.17= 44.08 Cum |
| 23 | 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. |
| 24 | 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 Engineer-in-charge (i) 150 mm dia |
| 25 | Supply and laying nylon mesh. |
| 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-in-charge. |
| 27 | Providing & filling of Pea Gravel of size 2 mm to 4 mm dia into recharge pit over the existing layer of boulders, in required thickness, including cost of labour, material etc for all leads & lifts, all complete as per direction of Engineer in-charge |
| 28 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge |
| 29 | Making provision of overflow system using PVC Slotted pipe 200mm dia complete in all respect including cost of all materials. |
| 30 | CC Cover 600mm x 600mm (2 in number) |
| 31 | CONVEYANCE PIPE LINE WORK WITH CHAMBERS |
| 32 | Supply of PVC pipe conforming IS mark with all required Tee, Coupler, Elbow, Reducer etc. 100 mm dia 6 Kgf/cm2 Pressure PVC Pipe |
| 33 | Supply of PVC pipe conforming IS mark with all required Tee, Coupler, Elbow, Reducer etc. 150 mm dia 6 Kgf/cm2 Pressure PVC Pipe |
| 34 | Supply of PVC pipe conforming IS mark with all required Tee, Coupler, Elbow, Reducer etc. 200 mm dia 6 Kgf/cm2 Pressure PVC Pipe |
| 35 | 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. |
| 36 | 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. |
| 37 | 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. |
| 38 | 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. |
| 39 | Down Pipe and Miscellaneous Work |
| 40 | Repairing of roof with 20mm thick cement in 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 41 | Installing of 100 mm new down pipes and changing of damaged down pipes as per measurements at site. The quantity is as per actual measurements at site. |
| 42 | Painting(Slabs and CC Covers) of Recharge and Filter tanks and all chambers(Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade) |
| 43 | Making and fixing of MS Angle Iron board of size 4'x3' with writing of given matter. |
| 44 | CONSTRUCTION/INSTALLATION OF PIEZOMETER |
| 45 | Transportation of trolley mounted DC/DTH Rig Machine with its accessories such as drill rods etc. up to site. |
| 46 | Water Supply Charges for drilling work. |
| 47 | Drilling of 200 mm Borewell by DC Rig Machine. |
| 48 | Supply & Lowering of 100 mm dia plain PVC casing Pipe (confirming IS :12818) assembly including cost of labour etc complete. |
| 49 | Supply & Lowering of 100 mm dia CS/CM Ribbed Screen Casing Pipe (confirming IS :12818) assembly. |
| 50 | Providing and fixing 100 mm dia threaded PVC end cap. (1 No for each well) |
| 51 | Providing and fixing M.S. Pipe of 150mm dia. (confirming IS : 1239) |
| 52 | Providing and fixing 150 mm dia M.S. Clamp for holding MS Pipe. |
| 53 | Providing and fixing size 200mmx200mm & thickness 6 mm square MS plate including 04 No. Fastner set. |
| 54 | Providing and filling of Pea-Gravel of size 2 mm to 4 mm dia from Lalkuan quarry into bore well. |
| 55 | Development of bore well by 3 HP Compressor. |
| 56 | Earth work 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 |
| 57 | 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 |
| 58 | 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 cum, 0.60 m x 0.60 m x 0.15m = 0.054cum |
| 59 | Febrication of Security System as per design including cost of labour materials etc. required proper completion of work. |
| 60 | 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. |
| 61 | 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 |
| 62 | 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 |
| 63 | Writing on angle iron sign board both sides of given matter with Post office Red colour Florescent paint as per drawing and design. |
| 64 | Loading/unloading & transportation of material , T&P including all labour etc complete. |
| 65 | Tentage charges |
| 66 | Reduced Level survey work for fixing Lattitude, Longitude including all labour, T&P etc. as required. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender