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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-Finance | L1 | Accepted-Finance Accept | |
| 2 | L2₹7.0 L+₹63,049 (9.95%)Rejected-Finance JOGINDER NAGAR | L2 | Rejected-Finance Reject | |
| 3 | L3₹8.2 L+₹1.8 L (29.0%)Rejected-Finance | L3 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | AMIT KUMAR L2 | RAISINGH JHARTA L1 | Ramesh Kumar Ranaik 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. | 154.27 | Cum. | 485 ₹74,821 | 450 ₹69,422 Lowest | 500 ₹77,135 |
| 2.00Laying, testing and commissioning at site in trenches bevelled ended BIS marked GI Heavy conforming to IS 1239 or it equivalent latest with uptodate 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 6.5mtr. 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 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 wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer-in-charge. | ||||||
| 2.01 | 40 mm dia. (H) | 500 | Rmt. | 106 ₹53,000 Lowest | 110 ₹55,000 | 120 ₹60,000 |
| 2.02 | 50 mm dia.(M) | 200 | Rmt. | 155 ₹31,000 | 120 ₹24,000 Lowest | 180 ₹36,000 |
| 2.03 | 65 mm dia.(H) | 375 | Rmt. | 185 ₹69,375 Lowest | 200 ₹75,000 | 200 ₹75,000 |
| 2.04 | 100 mm dia.(H) | 850 | Rmt. | 405 ₹3,44,250 | 360 ₹3,06,000 Lowest | 500 ₹4,25,000 |
| 3.00Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge. | ||||||
| 3.01 | 15 mm dia. | 625 | Rmt. | 32 ₹20,000 | 30 ₹18,750 Lowest | 40 ₹25,000 |
| 3.02 | 20 mm dia. | 625 | Rmt. | 42 ₹26,250 | 35 ₹21,875 Lowest | 50 ₹31,250 |
| 3.03 | 25mm dia. | 200 | Rmt. | 52 ₹10,400 | 40 ₹8,000 Lowest | 60 ₹12,000 |
Tender Value
₹5.0 L
EMD Value
₹9,992
Closing Date
30 Jul 2025, 11:00 amClosed
EE Nerwa Division
JSV Division Nerwa
Sh Laying of GI pipe of various dia and Improvement of Gravity line with circumferential butt welding joints at various RDs etc
2025_HPIPH_110782_1
No.JSV ND-ten/2025-2541-91
Open Tender
Civil Works
Item Rate
120 days
Nerwa Division
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Nerwa
₹9,992
19 Aug 2025
23 Jul 2025
30 Jul 2025
23 Jul 2025
30 Jul 2025
23 Jul 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 1239 or it equivalent latest with uptodate 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 6.5mtr. 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 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 wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer-in-charge.
40 mm dia. (H)
50 mm dia.(M)
65 mm dia.(H)
100 mm dia.(H)
Laying and jointing in treanches GMS tube the same as per entire satisfication of Engineer - in - Charge.
15 mm dia.
20 mm dia.
25mm dia.
32 mm dia.
P/F of G.I Union with in all leads and lifts as per the directions of the Engineer in charge.
25mm dia.
32 mm dia.
40 mm dia.
P/F Brass Wheel Valve with in all leads and lifts as per the directions of the Engineer in charge.
25mm dia.
32 mm dia.
40 mm dia.
AMIT KUMAR (BID ID -539657)
Ramesh Kumar Ranaik (BID ID -538888)
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