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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.0 Cr+₹12.6 L (3.23%)Admitted-Finance | ₹4.0 Cr+₹12.6 L (3.23%) | L2 | Admitted-Finance |
| 3 | L3₹4.1 Cr+₹20.2 L (5.17%)Admitted-Finance | ₹4.1 Cr+₹20.2 L (5.17%) | L3 | Admitted-Finance |
| 4 | L4₹4.2 Cr+₹29.2 L (7.49%)Admitted-Finance B 12 SECTOR 81 NOIDA NOIDA GAUTAM BUDDHA NAGAR UTTAR PRADESH 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹4.2 Cr+₹29.2 L (7.49%) | L4 | Admitted-Finance |
| 5 | L5₹4.2 Cr+₹33.1 L (8.49%)Admitted-Finance | ₹4.2 Cr+₹33.1 L (8.49%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | graystone infratech private limited L1 | IDEAL ASSOCIATES L3 | CACTUS PROFILES PVT LTD L4 | TIRUPATI & ASSOCIATES L5 | MS JAI BAJRANG ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Site Clearance by clearing of jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of width up to 30 cm along the alignment of the proposed compound wall area and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared by manually or machine cutting etc. from the terminal land and disposal of the same as and where directed by the Engineer in Charge.charges etc complete | 40,576.7 | M² | 39 ₹15,82,491.3 | 20 ₹8,11,534 | 14 ₹5,68,073.8 Lowest | 25.43 ₹10,31,865.48 | 14.6 ₹5,92,419.82 |
| 2.00 | Earthwork excavation by manually or by mechanical means at a depth of 1.00 for making foundation for compound wall including hire charges of machineries, tools, transportation to the site and labour charges etc., completemoulded chamber burnt bricks with including cost and conveyance of all materials and including all labour charges etc complete | 2,374.32 | M³ | 155 ₹3,68,019.6 | 180 ₹4,27,377.6 | 188 ₹4,46,372.16 | 145.55 ₹3,45,582.28 | 145 ₹3,44,276.4 Lowest |
| 3.00 | Providing and laying in position P.C.C. in CC 1:3:6, 15 cm thick for foundation base for compound wall including the cost of cantering, shuttering and finishing. The rate shall include cost of all materials, transportation, labour charges, scaffolding etc. complete.cost and conveyance of all materials and including all labour charges etc complete | 439.39 | M³ | 5,200 ₹22,84,828 Lowest | 5,500 ₹24,16,645 | 6,300 ₹27,68,157 | 5,981.65 ₹26,28,277.19 | 5,975 ₹26,25,355.25 |
| 4.00 | Providing and laying in position R.C.C. in CC 1:2:4, 65 cm thick for grade beam above PCC for foundation footing of the compound wall excluding the cost of cantering, shuttering, and finishing as per the directions of E-I-C. The rate shall include cost of all materials, transportation, labour charges etc. complete.cost and conveyance of all materials and in | 1,048.04 | M³ | 5,500 ₹57,64,220 Lowest | 7,000 ₹73,36,280 | 6,500 ₹68,12,260 | 7,038.38 ₹73,76,503.78 | 7,082 ₹74,22,219.28 |
| 5.00 | Providing and laying in position R.C.C. in CC 1:1½:3, 20 cm thick for capping beam / belt above RCC footing of the compound wall excluding the cost of cantering, shuttering, and finishing as per the directions of E-I-C. The rate shall include cost of all materials, transportation, labour charges etc. complete. | 313.02 | M³ | 6,200 ₹19,40,724 Lowest | 7,500 ₹23,47,650 | 8,100 ₹25,35,462 | 7,417.51 ₹23,21,828.98 | 7,465 ₹23,36,694.3 |
| 6.00 | Steel reinforcement for RCC grade beam and capping beam including straightening, cutting, bending, placing in position and binding all complete as per the drawing and specification | 86,716.97 | Kg | 95 ₹82,38,112.15 | 80 ₹69,37,357.6 Lowest | 82 ₹71,10,791.54 | 88.43 ₹76,68,381.66 | 88 ₹76,31,093.36 |
| 7.00 | Cantering & shuttering including strutting, propping etc. for grade beam and capping beam at ground level including cost of all materials, labour charge and removal of form work etc., complete as per the directives of the Engineer - in – Charge | 6,048.24 | M² | 376 ₹22,74,138.24 | 400 ₹24,19,296 | 360 ₹21,77,366.4 Lowest | 603.84 ₹36,52,169.24 | 502 ₹30,36,216.48 |
| 8.00 | Brick work in cement mortar 1:6 for re-construction of compound wall of width 23 cm with modular bricks & each layer of brick must be placed in proper alignment and plumb as per the directions of Engineer - In - Charge including cost of materials, transportation, fixing in position, scaffolding and labour charges etc. complete. | 1,493.22 | M³ | 6,580 ₹98,25,387.6 | 6,300 ₹94,07,286 Lowest | 7,300 ₹1,09,00,506 | 7,332.72 ₹1,09,49,364.16 | 6,850 ₹1,02,28,557 |
| 9.00 | Plastering in CM 1:4, 12 mm thick on Rubble masonry, brick masonry and pillars including cost of materials, labour, finishing, curing etc. complete. | 13,534.05 | M² | 250 ₹33,83,512.5 Lowest | 300 ₹40,60,215 | 328 ₹44,39,168.4 | 284.58 ₹38,51,519.95 | 275 ₹37,21,863.75 |
| 10.00 | Applying priming coats on newly constructed portion of compound wall with primer of approved brand and manufacture, with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | 13,534.05 | M² | 111 ₹15,02,279.55 | 180 ₹24,36,129 | 122 ₹16,51,154.1 | 72.39 ₹9,79,729.88 | 60 ₹8,12,043 Lowest |
Tender Value
₹4.4 Cr
EMD Value
₹8.9 L
Closing Date
30 May 2024, 3:00 pmClosed
Vice Chairman
IWAI, A-13,Sector-1, Noida
Construction of Compound Wall along the boundaries of land acquired for the projects of Extension of MMT and Freight Village at Varanasi in NW1
2024_IWAI_806273_1
IWAI/NW-1/JMVP/Misc/2023-24
Open Tender
Construction Works
Works
180 days
Varanasi
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
Yes
IWAI Fund
₹8.9 L
Yes
Noida
14 Aug 2024
9 May 2024
31 May 2024
9 May 2024
30 May 2024
25 May 2024
16 May 2024
Amount
Site Clearance by clearing of jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of width up to 30 cm along the alignment of the proposed compound wall area and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared by manually or machine cutting etc. from the terminal land and disposal of the same as and where directed by the Engineer in Charge.charges etc complete
Earthwork excavation by manually or by mechanical means at a depth of 1.00 for making foundation for compound wall including hire charges of machineries, tools, transportation to the site and labour charges etc., completemoulded chamber burnt bricks with including cost and conveyance of all materials and including all labour charges etc complete
Providing and laying in position P.C.C. in CC 1:3:6, 15 cm thick for foundation base for compound wall including the cost of cantering, shuttering and finishing. The rate shall include cost of all materials, transportation, labour charges, scaffolding etc. complete.cost and conveyance of all materials and including all labour charges etc complete
Providing and laying in position R.C.C. in CC 1:2:4, 65 cm thick for grade beam above PCC for foundation footing of the compound wall excluding the cost of cantering, shuttering, and finishing as per the directions of E-I-C. The rate shall include cost of all materials, transportation, labour charges etc. complete.cost and conveyance of all materials and in
Providing and laying in position R.C.C. in CC 1:1½:3, 20 cm thick for capping beam / belt above RCC footing of the compound wall excluding the cost of cantering, shuttering, and finishing as per the directions of E-I-C. The rate shall include cost of all materials, transportation, labour charges etc. complete.
Steel reinforcement for RCC grade beam and capping beam including straightening, cutting, bending, placing in position and binding all complete as per the drawing and specification
Cantering & shuttering including strutting, propping etc. for grade beam and capping beam at ground level including cost of all materials, labour charge and removal of form work etc., complete as per the directives of the Engineer - in – Charge
Brick work in cement mortar 1:6 for re-construction of compound wall of width 23 cm with modular bricks & each layer of brick must be placed in proper alignment and plumb as per the directions of Engineer - In - Charge including cost of materials, transportation, fixing in position, scaffolding and labour charges etc. complete.
Plastering in CM 1:4, 12 mm thick on Rubble masonry, brick masonry and pillars including cost of materials, labour, finishing, curing etc. complete.
Applying priming coats on newly constructed portion of compound wall with primer of approved brand and manufacture, with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
Painting with weather shield smooth exterior paint two or more coats applied @ 1.43 ltr/ 10 sqm over new work of compound wall and kerb wall as per directions of E-I-C.
MS JAI BAJRANG ENTERPRISES
IDEAL ASSOCIATES
CACTUS PROFILES PVT LTD
TIRUPATI & ASSOCIATES
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