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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAccepted-AOC | ₹6.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.4 Cr+₹11.4 L (1.80%)Rejected-Finance 337 C INDIRA GANDHI ROAD KONNAGAR HOOGHLY 712235 | KONNAGAR | HOOGHLY | WEST BENGAL | 712235 | ₹6.4 Cr+₹11.4 L (1.80%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.8 Cr+₹47.4 L (7.48%)Rejected-Finance VILL RAMBAGH P O BHAGWANGOLA P S BHAGWANGOLA DIST MURSHIDABAD | BHAGWANGOLA | MURSHIDABAD | WEST BENGAL | ₹6.8 Cr+₹47.4 L (7.48%) | L3 | Rejected-Finance L3 |
| 4 | L4₹9.6 Cr+₹3.3 Cr (51.6%)Rejected-Finance VILL KHERBERIA P O NANDAKUMAR DIST PURBA MIDNAPORE PIN 721632 | MEDINIPUR EAST | WEST BENGAL | 721632 | ₹9.6 Cr+₹3.3 Cr (51.6%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | RAISINHA INFRASTRUCTURE PRIVATE LIMITED L1 | S P CONSTRUCTION L3 | GUPTA ENTERPRISE L2 | OM UDYOG L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Laying of D.I. (K-9) with all kinds of Specials including supplying of Specials with earth work in excavation in trenches, shoring (if necessary) of adequate width having minimum depth to keep the top surface of pipe 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. DI (K-9) Pipe & rubber gasket should be carriage from departmental store to work site , & supply and fitting in position D.I. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of complete detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C.
(DI (K-9) Pipe & rubber gasket will be supplied from departmental store , necessary charges for carrying of DI pipe to site should be borne by the agency.)
N.B: i) Any deviation from required clear cover of 1.10mtr., due to site
adverse condition, prior permission is to be obtained from the EIC in
exceptional situation and payment will be made on pro rata basis over the rate of entire item
(N.B.:Payment made as per Executed Quantity)
500 mm dia | 2,872 | mtr | 3,000 ₹86,16,000 | 3,130 ₹89,89,360 | 2,400 ₹68,92,800 Lowest | 9,000 ₹2,58,48,000 |
| 2.00 | Laying of D.I. (K-9) with all kinds of Specials including supplying of Specials and Over-Ground installation to cross small ditches and low land areas etc. supported with RCC pillars including design with earth work in excavation in trenches, shoring (if necessary) for foundation adequate width having minimum depth 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. DI (K-9) Pipe & rubber gasket should be carriage from departmental store to work site , Supply and fitting in position sluice valve of different dia. & supply and fitting in position D.I. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of complete detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C.
(DI (K-9) Pipe & rubber gasket will be supplied from departmental store , necessary charge for carrying of DI pipe should be borne by the agency.)
N.B: i) Any deviation from required clear cover of 1.10mtr., due to site
adverse condition, prior permission is to be obtained from the EIC in
exceptional situation and payment will be made on pro rata basis over the rate of entire item
(N.B.:Payment made as per Executed Quantity)
500 mm dia | 2,500 | meter | 11,000 ₹2,75,00,000 | 4,000 ₹1,00,00,000 | 2,400 ₹60,00,000 Lowest | 9,000 ₹2,25,00,000 |
| 3.00 | Supply and delivery at site ISI marked Socket and Spigot jointing system centrifugally cast DI (K9) Pipes as per Note below conforming to IS 8329-2000 (Third revision) in standard length 4 m, 5 m, 5.50 m, 6 m for push-on joint (rubber gasket) with internal cement mortar lining and external protection by metallic zinc coating with finish layer of bituminous /epoxy coating on outside as per IS: 8329-2000 specification with necessary jointing material rubber gasket and Laying of D.I. (K-9) with all kinds of Specials including supplying of Specials with earth work in excavation in trenches, shoring (if necessary) of adequate width having minimum depth to keep the top surface of pipe 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. & supply and fitting in position D.I. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of completion detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C.
N.B: i) Any deviation from required clear cover of 1.10mtr., due to site
adverse condition, prior permission is to be obtained from the EIC in
exceptional situation and payment will be made on pro rata basis over the rate of entire item
N.B.:Payment made as per Executed Quantity) | 946 | mtr | 7,500 ₹70,95,000 Lowest | 12,288 ₹1,16,24,448 | 15,000 ₹1,41,90,000 | 16,200 ₹1,53,25,200 |
| 4.00 | Supply and delivery at site ISI marked Socket and Spigot jointing system centrifugally cast DI (K9) Pipes as per Note below conforming to IS 8329-2000 (Third revision) in standard length 4 m, 5 m, 5.50 m, 6 m for push-on joint (rubber gasket) with internal cement mortar lining and external protection by metallic zinc coating with finish layer of bituminous /epoxy coating on outside as per IS: 8329-2000 specification with necessary jointing material rubber gasket and Laying of D.I. (K-9) with all kinds of Specials including supplying of Specials and Over-Ground installation to cross small ditches etc. supported with RCC pillars including design with earth work in excavation in trenches, shoring (if necessary) for foundation adequate width having minimum depth 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. & supply and fitting in position D.I. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of complete detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C.
N.B: i) Any deviation from required clear cover of 1.10mtr., due to site
adverse condition, prior permission is to be obtained from the EIC in
exceptional situation and payment will be made on pro rata basis over the rate of entire item.
(N.B.:Payment made as per Executed Quantity)
500 mm dia | 350 | m | 8,000 ₹28,00,000 Lowest | 14,950 ₹52,32,500 | 15,000 ₹52,50,000 | 16,200 ₹56,70,000 |
| 5.00 | Supply and delivery at site ISI marked M.S.Pipe external protection by epoxy coating of Outer surface area and food grade epoxy coating of inner surface area including Derusting , scrapping , brushing with sand blasting as per relevent IS specification with necessary jointing material,welding with all kinds of Specials including supplying of Specials and Over-Ground installation to cross small ditches etc. supported with RCC pillars including design with earth work in excavation in trenches, shoring (if necessary) for foundation adequate width having minimum depth 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. & supply and fitting in position D.I./M.S. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of completion detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C.
N.B: i) Any deviation from required clear cover of 1.10mtr., due to site
adverse condition, prior permission is to be obtained from the EIC in
exceptional situation and payment will be made on pro rata basis over the rate of entire item.
(N.B.:Payment made as per Executed Quantity)
500 mm dia,8 mm thick | 100 | m | 500 ₹50,000 Lowest | 14,950 ₹14,95,000 | 15,000 ₹15,00,000 | 14,500 ₹14,50,000 |
| 6.00 | surveying, geological investigation, design, drawing, construction & commissioning of Pipe Carrying M.S. Bridge to carry Raw water and Clear water rising main up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary with Tata/Sail/Rinl Steel.
(N.B.:Payment made as per Executed Quantity) | 539 | sqm | 32,000 ₹1,72,48,000 Lowest | 55,000 ₹2,96,45,000 | 55,000 ₹2,96,45,000 | 40,000 ₹2,15,60,000 |
| 7.00 | Construction of Sluice Valve Chamber as per specification and drawing including Supply and Fixing of Sluice Valve .
(N.B.:Payment made as per Executed Quantity)
500 mm dia | 5 | nos | 5,000 ₹25,000 Lowest | 1,99,995 ₹9,99,975 | 1,95,000 ₹9,75,000 | 5,50,000 ₹27,50,000 |
| 8.00 | Supplying,fitting, fixing of Cast iron kinetic double orifice type air release valve having small orifice elastic ball resting on gun metal orifice nipple large orifice vulcanite ball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheel gearing:inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10 kg/CM2 as per departmental approved specification.
Air Release Valve 150 mm dia.
(N.B.:Payment shall be done as per Executed Quantity.) | 2 | nos | 5,000 ₹10,000 Lowest | 49,050 ₹98,100 | 15,000 ₹30,000 | 4,50,000 ₹9,00,000 |
Tender Value
Refer Docs
EMD Value
₹10 L
Closing Date
16 May 2025, 1:00 pmClosed
OF THESUPERINTENDING ENGINEER SOUTH CIRCLE
Kausallya, Opposite Kausallya T.O.P., Kharagpur, Dist- PaschimMedinipore
Laying of Raw Water Rising Main from Intake to WTP with D.I.(K-9 pipe), including supply of Pipes , Valves, MS pipes, temporary road restoration, Pipe Carrying Steel Bridge with suitable RCC structure within Tamluk Municipality underAMRUT 2.0
2025_MAD_838047_1
WBMAD/NIQ-28/SE(S)/2024-25 2ND CALL
Open Tender
CIVIL WORKS
Item Rate
180 days
TAMRALIPTA UNICIPALITY
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹10 L
Yes
OF THESUPERINTENDING ENGINEER SOUTH CIRCLE
4 Aug 2026
23 Apr 2025
19 May 2025
23 Apr 2025
16 May 2025
23 Apr 2025
30 Apr 2025
Amount
Laying of D.I. (K-9) with all kinds of Specials including supplying of Specials with earth work in excavation in trenches, shoring (if necessary) of adequate width having minimum depth to keep the top surface of pipe 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. DI (K-9) Pipe & rubber gasket should be carriage from departmental store to work site , & supply and fitting in position D.I. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of complete detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C. (DI (K-9) Pipe & rubber gasket will be supplied from departmental store , necessary charges for carrying of DI pipe to site should be borne by the agency.) N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on pro rata basis over the rate of entire item (N.B.:Payment made as per Executed Quantity) 500 mm dia
Laying of D.I. (K-9) with all kinds of Specials including supplying of Specials and Over-Ground installation to cross small ditches and low land areas etc. supported with RCC pillars including design with earth work in excavation in trenches, shoring (if necessary) for foundation adequate width having minimum depth 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. DI (K-9) Pipe & rubber gasket should be carriage from departmental store to work site , Supply and fitting in position sluice valve of different dia. & supply and fitting in position D.I. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of complete detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C. (DI (K-9) Pipe & rubber gasket will be supplied from departmental store , necessary charge for carrying of DI pipe should be borne by the agency.) N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on pro rata basis over the rate of entire item (N.B.:Payment made as per Executed Quantity) 500 mm dia
Supply and delivery at site ISI marked Socket and Spigot jointing system centrifugally cast DI (K9) Pipes as per Note below conforming to IS 8329-2000 (Third revision) in standard length 4 m, 5 m, 5.50 m, 6 m for push-on joint (rubber gasket) with internal cement mortar lining and external protection by metallic zinc coating with finish layer of bituminous /epoxy coating on outside as per IS: 8329-2000 specification with necessary jointing material rubber gasket and Laying of D.I. (K-9) with all kinds of Specials including supplying of Specials with earth work in excavation in trenches, shoring (if necessary) of adequate width having minimum depth to keep the top surface of pipe 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. & supply and fitting in position D.I. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of completion detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on pro rata basis over the rate of entire item N.B.:Payment made as per Executed Quantity)
Supply and delivery at site ISI marked Socket and Spigot jointing system centrifugally cast DI (K9) Pipes as per Note below conforming to IS 8329-2000 (Third revision) in standard length 4 m, 5 m, 5.50 m, 6 m for push-on joint (rubber gasket) with internal cement mortar lining and external protection by metallic zinc coating with finish layer of bituminous /epoxy coating on outside as per IS: 8329-2000 specification with necessary jointing material rubber gasket and Laying of D.I. (K-9) with all kinds of Specials including supplying of Specials and Over-Ground installation to cross small ditches etc. supported with RCC pillars including design with earth work in excavation in trenches, shoring (if necessary) for foundation adequate width having minimum depth 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. & supply and fitting in position D.I. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of complete detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on pro rata basis over the rate of entire item. (N.B.:Payment made as per Executed Quantity) 500 mm dia
Supply and delivery at site ISI marked M.S.Pipe external protection by epoxy coating of Outer surface area and food grade epoxy coating of inner surface area including Derusting , scrapping , brushing with sand blasting as per relevent IS specification with necessary jointing material,welding with all kinds of Specials including supplying of Specials and Over-Ground installation to cross small ditches etc. supported with RCC pillars including design with earth work in excavation in trenches, shoring (if necessary) for foundation adequate width having minimum depth 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) and fitting, fixing, jointing (all types of joints) , specials etc. as per requirement, in position, cutting, chamfering of pipes as required. & supply and fitting in position D.I./M.S. Specials ,Thrust Blocks as per requirement,back filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing,cleaning of pipe and submission of completion detailed drawing (5Copies) of the complete network etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on pro rata basis over the rate of entire item. (N.B.:Payment made as per Executed Quantity) 500 mm dia,8 mm thick
surveying, geological investigation, design, drawing, construction & commissioning of Pipe Carrying M.S. Bridge to carry Raw water and Clear water rising main up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary with Tata/Sail/Rinl Steel. (N.B.:Payment made as per Executed Quantity)
Construction of Sluice Valve Chamber as per specification and drawing including Supply and Fixing of Sluice Valve . (N.B.:Payment made as per Executed Quantity) 500 mm dia
Supplying,fitting, fixing of Cast iron kinetic double orifice type air release valve having small orifice elastic ball resting on gun metal orifice nipple large orifice vulcanite ball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheel gearing:inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10 kg/CM2 as per departmental approved specification. Air Release Valve 150 mm dia. (N.B.:Payment shall be done as per Executed Quantity.)
GUPTA ENTERPRISE (BID ID -6396198)
S P CONSTRUCTION (BID ID -6400473)
OM UDYOG (BID ID -6406191)
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