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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.0 CrAdmitted-Finance | -21.79% | ₹9.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.6 Cr+₹66.6 L (7.42%)Admitted-Finance | -15.99% | ₹9.6 Cr+₹66.6 L (7.42%) | L2 | Admitted-Finance |
| 3 | L3₹10.0 Cr+₹1.0 Cr (11.6%)Admitted-Finance | -12.75% | ₹10.0 Cr+₹1.0 Cr (11.6%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical One work not disclosed on Form 4A |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Experience Certificate is not as per NIT conditions |
Tender Value
₹11.5 Cr
EMD Value
₹12 L
Closing Date
15 Oct 2024, 5:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF THE SUPERINTENDING ENGINEER Construction Circle UPJal Nigam Urban Ashiyana Phase II Moradabad
Supply of all materials labour T and P etc for Construction of Over Head Tank Pump house Scada room cum Lab Staff Quarter Boundary wall with gate Site development Supply laying jointing of rising main distribution system making house connection
2024_UPJNM_958607_1
1462/Nivida/58 dt 21/09/2024
Open Tender
Civil Works - Water Works
Percentage
548 days
NPP Saifni
Supply of all materials labour T and P etc for Construction of Over Head Tank Pump house Scada room cum Lab Staff Quarter Boundary wall with gate Site development Supply laying jointing of rising main distribution system making house connection
2 documents required · 2 mandatory
₹23,600
Executive Engineer
₹12 L
Yes
Moradabad
24 Dec 2024
24 Sept 2024
16 Oct 2024
24 Sept 2024
15 Oct 2024
30 Sept 2024
30 Sept 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supply of all the materials, labour T&P and construction of 850 KL/24M a R.C.C. Over head tank, the madeup level of OHT will be taken as 1.0 m above existing ground level, extra earth work required for madeup level will be arrange by the contractor at his own cost., based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911. All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456. Minimum depth of founditation below original ground level will be 2.0 M. Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure. The asumed bearing capacity of soil has been taken as 8 M.T. sqm. 1m wide RCC stair case from ground lavel to balcony. M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome). 1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail. Electro Megnetic Flow Meter. 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 mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place. Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and execuvation in all types of soil. (Inlet 200 mm, Inlet 200 mm, Outlet 350 mm, Over flow 350mm, Wash out 100 mm Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete. Inlet 200 mm, Inlet 200 mm, Outlet 350 mm, Over flow 350mm, Wash out 100 mm) | |||||
| 21 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expanded metaled jali.Electro Magnetic Flow Meter. 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.D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixed at top dome at proper place.Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. Inlet 200 mm,Inlet 200 mm, Outlet 350 mm, Over flow 350mm, Wash out 100 mm Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete. Inlet 200 mm,Inlet 200 mm, Outlet 350 mm, Over flow 350mm, Wash out 100 mm Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil., Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.Construction of washout/ overflow chamber as per departmental type design and drawing.Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.Testing & Commission etc. all complete work.Testing and Submission of test report of bearing capacity of soil from a reorganized Govt. Engineering College.Submission of 5 sets of detailed design and drawing of OHT and mix design of M30 concrete verified/signed by the Head of the department from any recognized University as per direction of Engineer-in-charge. | |||||
| 2.01 | ZONE-1
850 KL / 24.0 M Staging | 1 | Nos | 1,10,82,210.75 | ₹1,10,82,210.75 |
| 3RISING MAIN for Zone-1 Supply of the following sizes of D.I. pipes Class K-7/K-9 conforming to latest I.S. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance. | |||||
| 3.01 | 200 mm dia K-9 | 285 | M | 2,635 | ₹7,50,975 |
| 4 | Excavation for pipe trenches in ordinary soil,(lime, clay or sand including lift up to 1.5m and lead up To 50m and refilling, watering, ramming of excavated earth in to trenches and disposal of surplus earth up to 8 Km from the center of the foundation trenches. | 246.24 | CUM | 239.71 | ₹59,026.19 |
| 4.01 | same as item no.4 but for earth mixed with kankar/ Bajri etc. | 27.36 | CUM | 278.98 | ₹7,632.89 |
| 5Carting from the store (up to 8 Km.) The following sizes of D.I. double pipeK-7 / K-9 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints. | |||||
| 5.01 | 200 mm dia K-9 | 285 | M | 96.01 | ₹27,362.85 |
| 6Supply and Fixing of following size of C.I. D/F Sluice Valve /Scour Valve/ Air valve/ Fire Hydrants as per I.S. 780 –1960 tested to 10 Kg per sq. cm including fittings Cartage of materials, labour,T&P etc. complete. | |||||
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