Tender For Rainwater Harvesting Work At Circuit House Banda.
Tender Value
14.10 Lakhs
Estimated cost
Bid Submission
30 Sep 2026
1 days left
EMD
1.41 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Banda → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rainwater Harvesting Work At Circuit House Banda.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm diameter As Per DSR No. 12.41.2 |
| 2 | Providing and fixing unplasticised PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50×50×50mm 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. As Per SI No. 12.43.2 |
| 3 | 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 makingand finishing the outlet complete. AS PER DSR No. 12.22 |
| 4 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. As Per DSR No. 12.44 |
| 5 | 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. AS Per DSR No. 2.1.1.2 |
| 6 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil fordepth exceeding 1.5 m, but not exceeding 3m. (Rate is over corresponding basic item for depth upto 1.5 metre) |
| 7 | 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 (150 mm diameter) As Per DAR No. 19.1.2 |
| 8 | 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 (200 mm diameter) As Per DAR No. 19.1.3 |
| 9 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design (150 mm diameter S.W. Pipe.) As Per DAR No. 19.2.2 |
| 10 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design (200 mm diameter S.W. Pipe.) As Per DAR No. 19.2.3 |
| 11 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :(a) Inside size 90x80 cm and 45 cm 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 23 kg and weight of frame 15 kg) : |
| 12 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design (b) Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) |
| 13 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm asper standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 14 | Excavation in foundation in ordinary soil ( lomaclay or sand) Including lift up to 1.5 m and lead up to 30 m. and including filling watering and ramming of the foundation trenches or into plinth and removal and disposal of surplus earth as directed by engineer in charge upto a distance of 30 m. from the foundation trenches including all T&P phowarah and basket etc. complete. As Per SI No. 251 |
| 15 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 16 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As Per SI No. 281 |
| 17 | Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. As Per SI No. 306 |
| 18 | RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1.5:3 excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As Per SI No. 288 |
| 19 | Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As Per SI No. 279(A) |
| 20 | Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured. As Per SI No. 504 |
| 21 | 12 mm cement plaster finished with a floating coat of neat cement of mix As Per DSR No. 13.7.1 |
| 22 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. Square shape 450 mm internal dimension. As per DSR No. 19.19.2.1 |
| 23 | 150 mm PVC-Tee |
| 24 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design. As Per DSR No.19.15.1 |
| 25 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. M.D.-10 Circular shape 500 mm internal diameter As Per DSR No.19.19.2.2 |
| 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. As Per DSR No. 23.5 |
| 27 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. As Per SI No. 23.6 |
| 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. As Per SI No. 23.7 |
| 29 | Boring/drilling of 400 mm dia bore hole 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. As Per SI No. DSR 23.1.2.3 |
| 30 | 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. As Per DSR No. 23.4.3 |
| 31 | Supply & lowering of 160 mm dia ISI marked tube-well stotted PVC stainer. |
| 32 | P/F of 160 mm PVC bell pluge. |
| 33 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge, Providing and packing of coarse sand /Pea geavel around the pipe. As Per DSR 23.8 |
| 34 | Add tranportation charges for equipements, tools & instalation at site. |
| 35 | Excavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251) |
| 36 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1 : 4 : 8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per S.I. No.-281 |
| 37 | Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. As Per SI No. 307 |
| 38 | 2cm (3/4\\") thick cement plaster in dado of skirting in 12 consisting of one part of cement and two parts of approved coarse sand laid in panels, finished with 3mm 1/8\\") flooating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. As Per SI No. 597 |
| 39 | 2.5 cm (1\\") thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2cm (3/4\\") graded approved stone laid in panels finished with 3mm (1/8\\") floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified over and including 8cm (3\\") thick base concrete consisting of cement fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½\\") gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints ofthe panels if any and giving them a uniform finish including supply of all materials, labour and tools and plants etc. required for proper completion of the work. As Per SI No. 605 |
| 40 | RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:2:4 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost. As in Item (283) above but in RCC 1:1.5:3 As Per SI No. 288 |
| 41 | Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured. As per SI No. 504 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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