Tender For Construction Work Of Pump House, Oht, D/S, Rising Main Work, Boundary Wall, Sq, In Sarawa Paradaha Gram Panchayat Water Supply Scheme Block- Pardaha Under Nrdwsp In District Mau Of Uttar Pradesh
Tender Value
2.10 Crore
Estimated cost
Bid Submission
06 Aug 2026
5 days left
EMD
4.20 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mau → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Work Of Pump House, Oht, D/S, Rising Main Work, Boundary Wall, Sq, In Sarawa Paradaha Gram Panchayat Water Supply Scheme Block- Pardaha Under Nrdwsp In District Mau Of Uttar Pradesh
BOQ
| Sl. No. | Item Description |
| 1 | SARAWA PARADAHA Gram Panchayat Water Supply Scheme |
| 2 | BUILD PHASE (SL. NO. - 1.02 TO SL. NO. -1.70) |
| 3 | Provide all materials, Labour T&P etc complete required for repairing and painting of pump house. |
| 4 | Supply.of. Following sizes.of DI Pipes class k7 with all jointing materials as per IS 8329/2000 or its latast amendments including F.O.R. distination and all taxes and insurance etc. complete 200 mm dia |
| 5 | TW.-1 to OHT |
| 6 | TW.-2 to OHT |
| 7 | Bypass Arrangement |
| 8 | Supply of CI S/S or D/F speacials conforming to latest / relevant IS specification, suitable for above DI K-7 pipes incluiding F.O.R. distination and all taxes and insurance etc. complete |
| 9 | Supply of the following sizes of C.I. D/F sluice valve class -1 at working pressure 10 Kg/cm2 F.O.R. distination and all taxes and insurance etc. complete200 mm dia |
| 10 | Carting of the following sizes C.I.D/F Sluice valve and specials to site of work and lowering them into trenches, fixing in position and jointing them with pipelines and testingetc. Complete (include supply of jointing materials200 mm dia |
| 11 | Excavation of earth in ordinary soil (loam, clay or sand) for pipe line trenches including lift upto 1.50m and lead upto 50m and refilling, watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches. etc as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge |
| 12 | Carting of following size DI pipes class K7 and speacials to the site of works and lowering them into trench and laying true to the alignment including testing of pipe etc as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge200mm dia |
| 13 | TW.-1 to OHT |
| 14 | TW.-2 to OHT |
| 15 | Bypass Arrangement |
| 16 | Supply of all materials, labour, T&P etc. required and construct masonary type sluice valves chamber as per departmental type design as per drawing and details attached & instructions of Engineer-in charge |
| 17 | Supply of all materials, labour, T&P etc. required for construction of thrust block (P.C.C. 1:2:4) as per drawing and details attached & instructions of Engineer-in charge |
| 18 | Supply of all materials, labour T&P etc. complete and construction of R.C.C. Over Head Tank M30 Grade of 700 KLcapacity and 18M staging. All the components of OHT will be casted inM30 design concrete with cement, coarse sand and approved stone grit.as per IS11682 and IS456. Minimum depth of foundation below original ground level will be 2.5m. Seismic effects and wind load should be taken into consideration as IS1893 for eatrquake resistance and IS875 part III for wind load on structure (this area scismic zone IV and high damage risc zone for wind). The assumed bearing capacity of soil has been taken as 8 M.T./sqm proper ventilatter at top dome in cercular shape along with R.C.C cover ,piller of ventilater should be 50cm in dia .space beetwin top dome and rcc cover should be cover with mosquito net of standard quality along with expanded matellel jali. Water level indicator fabricated with good quality min. 45x45x6mm M.S. angle 6 mm flat and 3 mm thick M.S. sheet. The indicator board scale made of 3 mm thick M.S. plate should have a clear width of min. 25cm painted with good paint.It should also consist of 3 mm brass wire rope min. for smoth pulleys about 8 cm dia with guides , 15 cm dia copper ball flot which shall be com pletely water tight pointer of brass etc. Lightening conductor as per I.S.S. 2309, of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole cover of min 60x60cm size made of M.S. channel section with adequate cover made of M.S. sheet of min 3 mm thickness hinged with manhole with locking arrangement. This manhole should be fixed top dome at proper place. Supply, fixing, jointing of following sizes of D.I. D/F pipes with D.I. D/F specials conforming to IS8329/2000 as vertical pipes for inlet 200mm., outlet 250mm, overflow 250mm, washout 100mm as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. Supply and fixing of following size manualy opprated valves with hand wheels as per ISS700/1969 or its latest amidments class A working pressure 10Kg/cm2 including cartage from its store to the site of work , lowering them into trenches fixing in position and testing different dia 4 Nos. D/F Sluice valve as per given in estimate .Construction of bed block in1:2:4 P.C.C with cement coarse sand and approved stone grit under each duck foot bend to support vertical pipe. these bed block should sported on the raft not on the soil.construction of sluice valve, washout /overflow chamber as per departmental type design and drawing. painting of all concrete surface and steelwork with three coats of approved cement paint and anticorresive paint. Supply and laying of 200mm dia pvc pipe as per IS 4985/2000 or as letest/relevant specification including all taxes and insurance etc. F.O.R destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound incluiding excavation of trenches.Laying of pipe line etc. and complete soil testing with approved firms and details attached in schedule-G and Tender Document with proper direction given by engineer in charge |
| 19 | Supply of following sizes and type of pipes with all jointing materials such as socket,gasket as per IS4984/1995 and IS1592/2003 or their latest amendment including F.O.R. destination and all taxes and insurance etc with loading, unloading and stacking all complete. as per instruction given in tender document and direction given by Engineer In charge |
| 20 | HDPE Pipe |
| 21 | 250mm dia |
| 22 | Supply of special for above HDPE pipe |
| 23 | PVC Pipe 6kg/cm² |
| 24 | 63mm dia |
| 25 | 75mm dia |
| 26 | 90mm dia |
| 27 | 110mm dia |
| 28 | 140mm dia |
| 29 | 160mm dia |
| 30 | 200mm dia |
| 31 | Supply of special for above PVC pipe |
| 32 | Excavation for pipeline work in ordinary soil (loam, clay or sand) for pipe line trenches including lift upto 1.50m and lead upto 50m and refilling, watering, ramming of excavated earth into the trenches and disposal of surplus earth upto 50m from the center of the trenches. and ensure that surface road is motorable after filling and no pits are visible. etc as per instructions of Engineer-in charge (All width quantity measure 300mm+dia and depth 1000mm+dia) |
| 33 | Carting of the following sizes and type of pipes and specials from site of work and lowering them into trenches and laying true to alignment and gradient and jointing etc, complete( including testing of pipelines and cutting of pipes for making up the length etc complete as per instructions of Engineer-in charge |
| 34 | HDPE Pipe |
| 35 | 250mm dia |
| 36 | PVC Pipe 6kg/cm² |
| 37 | 63mm dia |
| 38 | 75mm dia |
| 39 | 90mm dia |
| 40 | 110mm dia |
| 41 | 140mm dia |
| 42 | 160mm dia |
| 43 | 200mm dia |
| 44 | Supply of following sizes C.I.D/F Sluice valve and scour valve as per IS 780 Class-1 workin pressure 10kg/cm² including F.O.R. destination and taxes and insurance etc,complete as per relevant IS. Etc. as per instructions of Engineer-in charge |
| 45 | C.I.D/F Sluice valve |
| 46 | 50mm dia |
| 47 | Carting of following sizes C.I.D/F Sluice valve and specials from site of work and lowering them into the trenches,fixing in position and jointing them with pipeline and testing etc,comlete as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge (including supply of jointing materials) |
| 48 | C.I.D/F Sluice valve |
| 49 | 50mm dia |
| 50 | Supply of 20mm dia screwed down type air valve with gun metal sheet FOR destination including all tax Insurance etc complete. as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge |
| 51 | Carting of following 20mm dia screwed down type air valve with gun metal sheet to site of work and lowering them into the trenches,fixing in position including boring & threading testing etc,comlete as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge (including supply of jointing materials) |
| 52 | Supply of under ground sluice valve type fire hydrant consisting of 80mm dia sluice valve, 80mm dia Tell piece, 80mm dia duck foot bend and 63mm dia standard make Iron coupling with cap and chain etc complete drawing and details attached & instructions of Engineer-in charge |
| 53 | Carting of following 80mm dia flange fire hydrant to site of work and lowering them into the trenches,fixing in position including boring & threading testing etc,comlete as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge (including supply of jointing materials) |
| 54 | Supply of all type materials and construction following chamber as per type design with supply of all labour,T & P etc complete. as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge |
| 55 | Masonary type chember |
| 56 | Dismantling of following type of surfaces and making them temporary pathable and disposal of unserviceable materials upto a distance of 50m. This rates include temporary reinstatement of roads by using old recovered materials and making roads motorable & pit free. as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge |
| 57 | B.O.E Road |
| 58 | Bituminous Road |
| 59 | CC Road |
| 60 | CC inter locking |
| 61 | Reinstatement of following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m. This works i.e. reinstatement of roads essentially would be done after testing of pipe line & prior approval given by Engineer-in charge |
| 62 | B.O.E Road |
| 63 | Bituminous Road |
| 64 | CC Road |
| 65 | CC inter locking |
| 66 | Provision for crossing of nalas,road, culvert and embankments (bundhs) etc. along the alignement of pipe line including supply of C.I. Tyton pipes and specials, and their laying and jointing testing etc. as per drawing and Unit Estimate, details attached & directions given by Engineer-in charge. If Nos. of crossing exceeds than given quantity extra crossing would be done after prior approval of Engineer incharge. No extra claim would be entertained in this item if it is done without prior approval . |
| 67 | House connections with 21 mm C-P.V,C, pipe with all specials and as per Unit Estimate, drawing and details attached & instructions given by Engineer-in charge |
| 68 | Construction of boundary wall as per departmental type design including supply of all materials,labour, T & P etc. required for proper completion of work . |
| 69 | Water Works Compound |
| 70 | T.W.-2 Compound |
| 71 | Supply and fixing of 3.60 m wide main gate with all materials,labour, T & P etc. required for proper completion of work and construct pillers as per Unit Estimate, drawing and details attached & instructions given by Engineer-in charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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