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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance PURULIA | WEST BENGAL | 723101 | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹4.3 L (2.93%)Admitted-Finance | ₹1.5 Cr+₹4.3 L (2.93%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹12.4 L (8.36%)Admitted-Finance | ₹1.6 Cr+₹12.4 L (8.36%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹18.6 L (12.5%)Admitted-Finance 124 JN ROAD DELANIPUR PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹1.7 Cr+₹18.6 L (12.5%) | L4 | Admitted-Finance |
| 5 | L5₹1.7 Cr+₹21.0 L (14.1%)Admitted-Finance | ₹1.7 Cr+₹21.0 L (14.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Salcon Engineers andFabricators L7 | O P KANDOI AND COMPANY PVT LTD L3 | Prasur Electricals and Engineering Company L6 | The Reef Constructions L2 | A Palani L5 | Mega Engineers and Builders L4 | CSE CONSTRUCTION (INDIA) PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||||||
| 1.10 | All kinds of soil. | 28.18 | cum | 250 ₹7,045 | 300 ₹8,454 | 158 ₹4,452.44 | 100 ₹2,818 Lowest | 200 ₹5,636 | 300 ₹8,454 | 200 ₹5,636 |
| 2.00Excavating 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 : | ||||||||||
| 2.10All kinds of soil | ||||||||||
| 2.11 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 3,275 | metre | 160 ₹5,24,000 | 250 ₹8,18,750 | 165 ₹5,40,375 | 100 ₹3,27,500 Lowest | 100 ₹3,27,500 Lowest | 200 ₹6,55,000 | 180 ₹5,89,500 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 24.1 | cum | 70 ₹1,687 | 200 ₹4,820 | 40 ₹964 Lowest | 90 ₹2,169 | 80 ₹1,928 | 240 ₹5,784 | 100 ₹2,410 |
| 4.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 20,550 | sqm | 7 ₹1,43,850 | 10 ₹2,05,500 | 17 ₹3,49,350 | 3 ₹61,650 | 5 ₹1,02,750 | 5 ₹1,02,750 | 2 ₹41,100 Lowest |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||||
| 5.10 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 3.41 | cum | 9,500 ₹32,395 | 8,000 ₹27,280 | 6,500 ₹22,165 | 6,000 ₹20,460 Lowest | 7,200 ₹24,552 | 8,500 ₹28,985 | 6,000 ₹20,460 Lowest |
| 6.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : | ||||||||||
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
10 Aug 2022, 3:00 pmClosed
Executive Engineer
Executive Engineer PHED, APWD, Prothrapur-744105
Laying of DI pumping line 150mm dia from Humfrygunj water treatment plant to Chouldhari water treatment plant
2022_APWD_6722_1
TN/DB/PHED/2022-23/565
Open Tender
Civil Works - Others
Item Rate
365 days
Chouldari
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
EE, PHED, APWD, Prothrapur
₹3.2 L
10 Aug 2022
22 Jul 2022
10 Aug 2022
22 Jul 2022
10 Aug 2022
22 Jul 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
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 :
All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):
Up to 300 mm dia
Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :
Up to 300 mm dia
Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :
150 mm diameter pipe
Supplying pig lead at site of work.
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
150 mm diameter
Class II
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
100 mm dia
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
150 mm dia pipes
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
150 mm dia Ductile Iron Class K-7 pipes
The Reef Constructions
O P KANDOI AND COMPANY PVT LTD
Mega Engineers and Builders
A Palani
Prasur Electricals and Engineering Company
Salcon Engineers andFabricators
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