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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 2 | L2₹2.7 L+₹62,165 (30.1%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹2.8 L+₹70,281 (34.0%)Rejected-Finance CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | L3 | Rejected-Finance Reject | |
| 4 | L4₹2.8 L+₹74,089 (35.8%)Rejected-Finance BANSAL NIWAS RAM NAGAR SHIMLA 171004 HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171004 | L4 | Rejected-Finance Reject | |
| 5 | L5₹3.0 L+₹92,254 (44.6%)Rejected-Finance | L5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Hira singh manta L1 | ashok kumar L3 | Kapil Lalta L2 | Sandeep Kumar L4 | SUNEEL PACHNAIK L5 |
|---|---|---|---|---|---|---|---|---|
| 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. | 596.64 | Cum. | 260 ₹1,55,126 Lowest | 355 ₹2,11,807 | 330 ₹1,96,891 | 361 ₹2,15,387 | 357 ₹2,13,000 |
| 2.00 | 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 15to 20 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. Not Less then 30 K.g | 1 | Nos | 2,400 ₹2,400 Lowest | 8,000 ₹8,000 | 10,000 ₹10,000 | 10,239 ₹10,239 | 13,000 ₹13,000 |
| 3.00 | 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/Bajri | 0.05 | Cum. | 5,000 ₹250 | 7,000 ₹350 | 8,000 ₹400 | 5,788 ₹289 | 2,600 ₹130 Lowest |
| 4.00Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge. | ||||||||
| 4.01 | 15 mm Dia (L) S/S | 1,100 | Rmt | 14 ₹15,400 Lowest | 16 ₹17,600 | 16 ₹17,600 | 18 ₹19,800 | 21 ₹23,100 |
| 4.02 | 20 mm Dia (L) S/S | 600 | Rmt | 18 ₹10,800 Lowest | 18 ₹10,800 Lowest | 18 ₹10,800 Lowest | 19 ₹11,400 | 26 ₹15,600 |
| 4.03 | 25 mm Dia (L) S/S | 950 | Rmt | 24 ₹22,800 Lowest | 30 ₹28,500 | 35 ₹33,250 | 25 ₹23,750 | 36 ₹34,200 |
Tender Value
₹4.3 L
EMD Value
₹8,621
Closing Date
24 Sept 2025, 11:00 amClosed
EE Nerwa
EE Nerwa
SH Manufacturing and fixing intake tank cum fitter Box 40x40x60 cm and laying of GI Pipe Various Dia under BASP
2025_HPIPH_115053_1
JSV-ND-CB-Ten/2025/4398-4447
Open Tender
Civil Works
Item Wise
90 days
JSV Division Nerwa
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Nerwa
₹8,621
28 Oct 2025
17 Sept 2025
24 Sept 2025
17 Sept 2025
24 Sept 2025
17 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.
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 15to 20 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. Not Less then 30 K.g
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/Bajri
Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge.
15 mm Dia (L) S/S
20 mm Dia (L) S/S
25 mm Dia (L) S/S
Kapil Lalta (BID ID -560281)
ashok kumar (BID ID -559921)
Sandeep Kumar (BID ID -559954)
SUNEEL PACHNAIK (BID ID -560065)
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