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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC BANSAL NIWAS RAM NAGAR SHIMLA 171004 HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171004 | ₹10.5 L | L1 | Accepted-AOC aoc |
| 2 | L2₹11.0 LRejected-Finance | ₹11.0 L | L2 | Rejected-Finance Reject |
| 3 | L3₹11.1 LRejected-Finance | ₹11.1 L | L3 | Rejected-Finance Reject |
| 4 | L4₹11.4 LRejected-Finance | ₹11.4 L | L4 | Rejected-Finance Reject |
| 5 | L5₹11.8 LRejected-Finance N A | FARIDABAD | HARYANA | 121004 | ₹11.8 L | L5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | SANDEEP KUMAR L1 | Jagat Singh L7 | sandeep L4 | RAMESH CHAND L5 | Om Prakash Chauhan L2 | M/S PRAJJWAL GOVT CONTRACTOR L3 | VIRENDER KUMAR L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 493 | Cum. | 280 ₹1.4 L | 400 ₹2.0 L | 225 ₹1.1 L | 260 ₹1.3 L | 350 ₹1.7 L | 372 ₹1.8 L | 395 ₹1.9 L |
| 2.00Laying, testing and commissioning at site in trenches bevelled ended BIS marked GI heavy conforming to IS 139 or it equivalent latest with up to date ammendments of following dia of Heavy/ Medium class, having wall thickness and weight per Rmt. As mentioned below and capable of withstanding required test pressure as presscribed in BIS/IS) code, in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding, including the cost of ointing with butt welding confirming to IS 816-1969 or latest as applicable and with up to date ammeendments ( leak proof) in three layers at site of work with welding rods of Advani/Oerliken make/ ISI marked ( welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces, tees bends & other specials manufactured from parent pipes as applicable to teh particular reach and of approved specificatin as pre site conditions and cutting of pipes wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer in charge. | ||||||||||
| 2.01 | 40mm dia | 500 | Rmt | 90 ₹45,000 | 90 ₹45,000 | 103 ₹51,500 | 99 ₹49,500 | 88 ₹44,000 | 83 ₹41,500 | 80 ₹40,000 |
| 2.02 | 50mm dia | 900 | Rmt | 110 ₹99,000 | 100 ₹90,000 | 110 ₹99,000 | 109 ₹98,100 | 90 ₹81,000 | 55 ₹49,500 | 92 ₹82,800 |
| 2.03 | 65mm dia | 1,800 | Rmt | 140 ₹2.5 L | 110 ₹2.0 L | 143 ₹2.6 L | 130 ₹2.3 L | 100 ₹1.8 L | 90 ₹1.6 L | 125 ₹2.3 L |
| 3.00Providing and fixing cast iron double flanged sluice valve of leader/ Behl Kirlsker/GIED/Kilburn/Fouress make suction side as per the relevent IS code. | ||||||||||
| 3.01 | 40mm dia | 2 | Each | 15,000 ₹30,000 | 6,000 ₹12,000 | 8,000 ₹16,000 | 16,900 ₹33,800 | 15,000 ₹30,000 | 16,000 ₹32,000 | 16,000 ₹32,000 |
| 3.02 | 50mm dia | 5 | Each | 16,500 ₹82,500 | 6,500 ₹32,500 | 14,000 ₹70,000 | 19,900 ₹99,500 | 15,000 ₹75,000 | 18,000 ₹90,000 | 18,000 ₹90,000 |
| 3.03 | 65mm dia | 5 | Each | 18,000 ₹90,000 | 7,500 ₹37,500 | 21,000 ₹1.1 L | 24,000 ₹1.2 L | 19,000 ₹95,000 | 22,000 ₹1.1 L | 20,000 ₹1 L |
| 4.00 | Fabrication and fixing Common Header of G.I. Pipe for distribution of water at various S/tanks, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as appliable and with upto date ammendments (leak proof) in three layers at site of work with welding rods of Advani/Oerliken make/ISI marked(welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces, tees bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specificatin as per site conditions and cutting of pipes (100 mm Dia Inlet Pipe and 15 mm Dia Out let Pipe ( 12-20 Nos out lets) as per drawing,wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer-in-charge. | 10 | Nos | 5,000 ₹50,000 | 18,000 ₹1.8 L | 8,500 ₹85,000 | 8,400 ₹84,000 | 9,400 ₹94,000 | 7,000 ₹70,000 | 9,000 ₹90,000 |
Tender Value
₹15.0 L
EMD Value
₹29,926
Closing Date
22 Sept 2025, 11:00 amClosed
EE Nerwa
EE Nerwa
SH Improvement of Gravity line with circumferential butt welding joints at various RD and laying, jointing with butt welding of various dia of GI pipes and fabrication of common header and CO RCC anchor block at various Rds under CRF
2025_HPIPH_114540_1
JSV-ND-CB-Ten/2025/4297-4347
Open Tender
Civil Works
90 days
JSV Division Nerwa
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Nerwa
₹29,926
9 Jun 2026
11 Sept 2025
22 Sept 2025
11 Sept 2025
22 Sept 2025
11 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.
Laying, testing and commissioning at site in trenches bevelled ended BIS marked GI heavy conforming to IS 139 or it equivalent latest with up to date ammendments of following dia of Heavy/ Medium class, having wall thickness and weight per Rmt. As mentioned below and capable of withstanding required test pressure as presscribed in BIS/IS) code, in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding, including the cost of ointing with butt welding confirming to IS 816-1969 or latest as applicable and with up to date ammeendments ( leak proof) in three layers at site of work with welding rods of Advani/Oerliken make/ ISI marked ( welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces, tees bends & other specials manufactured from parent pipes as applicable to teh particular reach and of approved specificatin as pre site conditions and cutting of pipes wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer in charge.
40mm dia
50mm dia
65mm dia
Providing and fixing cast iron double flanged sluice valve of leader/ Behl Kirlsker/GIED/Kilburn/Fouress make suction side as per the relevent IS code.
40mm dia
50mm dia
65mm dia
Fabrication and fixing Common Header of G.I. Pipe for distribution of water at various S/tanks, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as appliable and with upto date ammendments (leak proof) in three layers at site of work with welding rods of Advani/Oerliken make/ISI marked(welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces, tees bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specificatin as per site conditions and cutting of pipes (100 mm Dia Inlet Pipe and 15 mm Dia Out let Pipe ( 12-20 Nos out lets) as per drawing,wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer-in-charge.
Dismentling of various GI pipes and lift up to JSV store Nerwa.
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing completer excluding cost of from work in foundation and plinth with in all leads a& lifts as per entire satisfication of 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 and lifts as per the direction of the Engineer in Charge.
ii) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like.
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.
Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm nominal size( and curing complete excluding cost of form work and reinforcement for reinforced concrete work in
Om Prakash Chauhan (BID ID -557735)
M/S PRAJJWAL GOVT CONTRACTOR (BID ID -559128)
sandeep (BID ID -559259)
RAMESH CHAND (BID ID -557832)
VIRENDER KUMAR (BID ID -557887)
Jagat Singh (BID ID -557429)
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