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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-Finance | ₹9.1 L | L1 | Accepted-Finance Accept |
| 2 | L2₹9.3 LRejected-Finance | ₹9.3 L | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | NITISH CHAUHAN L2 | Ramesh Kumar Ranaik L1 |
|---|---|---|---|---|---|
| 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. | 344.5 | Cum | 570 ₹2.0 L | 550 ₹1.9 L |
| 2.00 | Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. (a)3mm to 6mm stone chips/Bajr | 0.05 | Cum. | 7,500 ₹375 | 7,500 ₹375 |
| 3.00 | Manufacturing and fixing intake-cum- filter box 40x40x60 cm with M.S. sheet (2.00mm thick) by cutting and welding (two layers) including MS angle achors 45x45x5 mm at corners, catch trough 20 cm on one side of box with MS bar screens having mesh size not more than 5 mm, inside MS perforated sheet with holes not more than 5mm to support filter media (Media will be paid and measured separately). Providing outlet with G.I.pipe 65 mm dia GI nipple with suitable reducing socket and inside remove-able wire mesh strainer mesh size not more than 5mm, 25 mm dia G.I. socket for over-flow and scouring fixed with plug, complete with locking arrangement and handles for lifting including placing in position at site (earth work to be paid and measusred separately) with appoxy painting inside and outside as per design and drawing with all leads and lifts as per per direction and satisfaction of Engineer-in-charge. | 0.45 | Qtls | 19,000 ₹8,550 | 19,000 ₹8,550 |
| 4.00 | Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. | 1.53 | Cum | 9,600 ₹14,688 | 9,600 ₹14,688 |
| 5.00Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||||
| 5.01 | foundation footing and bases of columns & like mass concrete. | 1.61 | Cum | 12,500 ₹20,125 | 12,500 ₹20,125 |
| 5.02 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | 2.77 | Cum | 12,500 ₹34,625 | 12,500 ₹34,625 |
| 6.00Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge. | |||||
| 6.01 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level | 0.82 | Cum | 11,800 ₹9,676 | 11,800 ₹9,676 |
| 7.00Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- | |||||
Tender Value
₹7.4 L
EMD Value
₹14,745
Closing Date
16 Apr 2026, 11:00 amClosed
EE Nerwa
EE Nerwa
SH CO Intake Chamber and repair of feeder line STanks , Providing, Laying and jointing in trenches, galvanized mild steel tubes Light grade of various dia. etc Under PDNA
2026_HPIPH_133830_1
No-JSV-ND-CB-Tender/2026 434-483
Open Tender
Civil Works
90 days
Nerwa Division
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹14,745
25 Apr 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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. | |||||
| 2Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. (a)3mm to 6mm stone chips/Bajr | |||||
| 3Manufacturing and fixing intake-cum- filter box 40x40x60 cm with M.S. sheet (2.00mm thick) by cutting and welding (two layers) including MS angle achors 45x45x5 mm at corners, catch trough 20 cm on one side of box with MS bar screens having mesh size not more than 5 mm, inside MS perforated sheet with holes not more than 5mm to support filter media (Media will be paid and measured separately). Providing outlet with G.I.pipe 65 mm dia GI nipple with suitable reducing socket and inside remove-able wire mesh strainer mesh size not more than 5mm, 25 mm dia G.I. socket for over-flow and scouring fixed with plug, complete with locking arrangement and handles for lifting including placing in position at site (earth work to be paid and measusred separately) with appoxy painting inside and outside as per design and drawing with all leads and lifts as per per direction and satisfaction of Engineer-in-charge. | |||||
| 4Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. | |||||
| 5Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||||
| 5.01 | foundation footing and bases of columns & like mass concrete. | - | Cum | - | - |
| 5.02 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | - | Cum | - | - |
| 6Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge. | |||||
| 6.01 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level | - | Cum | - | - |
| 7Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- | |||||
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