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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 2 | L2₹3.7 L+₹76,877 (26.6%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹3.7 L+₹80,847 (28.0%)Rejected-Finance | L3 | Rejected-Finance Reject | |
| 4 | L4₹3.7 L+₹81,440 (28.2%)Rejected-Finance | L4 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Debu Ram L1 | Susheel Kumar L2 | ANKUSH JHAGTA L4 | prakash CHAND L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 227.49 | cum | 500 ₹1,13,745 Lowest | 530 ₹1,20,570 | 535 ₹1,21,707 | 536 ₹1,21,935 |
| 2.00 | Providing & Laying cement concrete 1:3:6(1ccement :3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge. | 1.87 | Cum | 7,500 ₹14,025 Lowest | 10,800 ₹20,196 | 10,900 ₹20,383 | 10,900 ₹20,383 |
| 3.00Providing and laying cement concrete 1:1.5:3(1cement:1.5 approved sand:3approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth: | |||||||
| 3.01 | i) Foundation and plinth (bed) with in all leads and lifts. | 2.29 | cum | 8,500 ₹19,465 Lowest | 13,600 ₹31,144 | 13,700 ₹31,373 | 13,700 ₹31,373 |
| 3.02 | (ii) Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses, plinth and string courses etc. from top of foundation level up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. | 3.53 | cum | 8,000 ₹28,240 Lowest | 13,700 ₹48,361 | 13,900 ₹49,067 | 13,800 ₹48,714 |
| 4.00Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in | |||||||
| 4.01 | Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. | 1.03 | cum | 8,000 ₹8,240 Lowest | 11,700 ₹12,051 | 12,000 ₹12,360 | 11,900 ₹12,257 |
| 5.00Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | |||||||
| 5.01 | i) Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness . | 9.17 | Sqm | 700 ₹6,419 Lowest | 700 ₹6,419 Lowest | 800 ₹7,336 | 710 ₹6,511 |
| 5.02 | ii) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like. | 47.03 | Sqm | 350 ₹16,461 Lowest | 480 ₹22,574 | 490 ₹23,045 | 490 ₹23,045 |
Tender Value
₹3.7 L
EMD Value
₹7,390
Closing Date
22 Sept 2025, 11:00 amClosed
EE Nerwa
EE Nerwa
SH C O RCC S Tanks at Jiknipul villages and laying, jointing of GI pipes etc
2025_HPIPH_114619_1
JSV-ND-CB-Ten/2025/4297-4397
Open Tender
Civil Works
Item Rate
90 days
JSV Division Nerwa
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Nerwa
₹7,390
25 Oct 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
Amount
Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
Providing & Laying cement concrete 1:3:6(1ccement :3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.
Providing and laying cement concrete 1:1.5:3(1cement:1.5 approved sand:3approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth:
i) Foundation and plinth (bed) with in all leads and lifts.
(ii) Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses, plinth and string courses etc. from top of foundation level up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in
Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.
i) Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness .
ii) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like.
iii) Edge of slab
Providing mild steel/ tor steel reinfircement for rainforced concrete work i/c bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.
Steel work in single sections including cutting hoisting fixing in position and applying a priming coat of red lead paint in R.S. joists, cannels, angles, Tees, with in all leads and lifts as directed by the Engineer-in-charge.
Providing & fixing GMS tubes of following dia in wall floor, ventilating pipe/over flow pipe etc. including tube fitting and making the wall, floor etc. good. i.e ewlding with one feets 25 mm flat iron both side of req. pipes. (25mm-80mm) dia
Providing & fixing cantrolling arrangement with( 25 to 65) mm dia wheel valve i/c all type of tube fitting compelete.
White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter. with in all leads and lifts as per the direction of the Engineer in charge.
Painting two coats deco paint on RCC work including cleaning all dirt, dust and other foreign matters other than white paint.
Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge.
32mm dia
Susheel Kumar (BID ID -558798)
prakash CHAND (BID ID -558837)
ANKUSH JHAGTA (BID ID -558825)
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