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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 401 THE GRAND MALL OPP STATE BANK ZONAL OFFICE S M ROAD AMBAWADI AHMEDABAD 380015 | AHMADABAD | GUJARAT | 380015 | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical C 88 RDC RAJ NAGAR GHAZIABAD 201002 U P | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201002 | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical 1 13 16 G KHAPARADEEH KOTHI CAMPUS CIVIL LINES AYODHYA UTTAR PRADESH 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | Accepted-Technical ACCEPTED |
| 4 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 5 | Accepted-Technical | Accepted-Technical ACCEPTED |
Tender Value
₹67.8 Cr
EMD Value
₹68 L
Closing Date
26 Jul 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SUPERINTENDING ENGINEER
A2/33, ASHIYANA PHASE-II KANTH ROAD MORADABAD
BIJNOR CITY WATER SUPPLY SCHEME UNDER AMRUT 2.0 PROGRAMME
2024_UPJNM_929778_1
888/NIVIDA/24
Open Tender
Civil Works - Water Works
Percentage
540 days
BIJNOR
AS PER TENDER DOCUMENT
2 documents required · 2 mandatory
₹23,600
EXECUTIVE ENGINEER, CD, UPJN(URBAN)
₹68 L
OFFICE OF THE SUPERINTENDING ENGINEER, MORADABAD
9 Sept 2024
17 Jun 2024
27 Jul 2024
17 Jun 2024
26 Jul 2024
9 Jul 2024
22 Jun 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 a R.C.C. Over head tank above ground level with main components, 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. ZONE-1 Inlet 200 mm, Inlet 200 mm, Outlet 450 mm, Over flow 200mm, 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 450 mm, Over flow 200mm, Wash out 100 mm ZONE-2- Inlet 200 mm, Inlet 200 mm, Outlet 450 mm, Over flow 200mm, 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. | |||||
| 2Inlet 200 mm, Inlet 200 mm, Outlet 450 mm, Over flow 200mm ZONE-3- Inlet 300 mm, Outlet 600 mm, Over flow 300mm, 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 300 mm, Outlet 600 mm, Over flow 300mm ZONE-4- Inlet 200 mm, Inlet 200 mm, Inlet 200 mm, Outlet 500 mm, Over flow 200mm, 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, Inlet 200 mm, Outlet 500 mm, Over flow 200mm ZONE-5-Inlet 300 mm, Outlet 600 mm, Over flow 300mm, 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 300 mm, Outlet 600 mm, Over flow 300mm, Wash out 100 mm ZONE-6- Inlet 200 mm, Inlet 200 mm, Inlet 200 mm, Outlet 500 mm, Over flow 200mm, 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 500 mm, Over flow 200mm 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 P. 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 of bearing capacity of soil from a reorganized Govt. Engineering College or as directed by department.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 foundation 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. 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 platform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one aluminium ladder inside the tank body ( from manhole in top dome to bottom dome). | |||||
| 31 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 250 mm, Outlet 450 mm, Over flow 250mm, 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 250 mm, Outlet 450 mm, 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. | |||||
| 3.01 | ZONE-1
1600 KL / 24.0 M Staging | 1 | Nos | 1,79,61,572.75 | ₹1,79,61,572.75 |
| 3.02 | ZONE-2
1700 KL / 20.0 M Staging | 1 | Nos | 1,88,75,165.22 | ₹1,88,75,165.22 |
| 3.03 | ZONE-3
2600 KL / 22.0 M Staging | 1 | Nos | 2,68,21,695.97 | ₹2,68,21,695.97 |
| 3.04 | ZONE-4
2300 KL / 20.0 M Staging | 1 | Nos | 2,36,15,503.52 | ₹2,36,15,503.52 |
| 3.05 | ZONE-5
2400 KL / 22.0 M Staging | 1 | Nos | 2,47,53,184.71 | ₹2,47,53,184.71 |
| 3.06 | ZONE-6
2100 KL / 22.0 M Staging | 1 | Nos | 2,16,50,417.83 | ₹2,16,50,417.83 |
| 4C.W.R CUM PUMP HOUSE Supply of all material and construction of RCC, CWR Cum Pump House including appurtenant works such as MS ladder and manhole cover, water level indicator, GI pipe railing around top slab, appron, drain, painting on exposed surface with three coats of approved water proof cement paint, painting of vertical pipes and railing with approved synthatic enamel paint including supply of all materials, labour fixing of inlet, outlet over flow and wash out CI D/F pipe of required size, CI Specials and duck foot bend etc. As per norms complete in all respect as per direction of Engineer in-charge and approved design which will be submitted by contructer at the time of execution. | |||||
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