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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance | ₹3.9 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹4.0 LRejected-Finance | ₹4.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.2 LRejected-Finance | ₹4.2 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | rupinder justa govt contractor L2 | PRATYUSH JUSTA L1 | RAJEEV THANAL CONTRACTOR 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. | 382.2 | Cum. | 521 ₹2.0 L | 520 ₹2.0 L | 525 ₹2.0 L |
| 2.00Laying jointing and testing of GMS pipe conforming to IS 1239-1991(part-I) of various thickness as mentioned and grade designation with bevelled edge and capable of withstanding required testing pressure in random length of 5.5-65 meters i/c testing and commissioning and cost of jointing with buttwelding as per revant BIS specification ( leak proof) including cost of bends tail pieces, tees reducers increasers etc. as per site requirement and as per directio of the Engineer-in-charge, earth work in trencher to be measured and paid for separately i/c all leads lifts and carriage of materials at site. | ||||||
| 2.01 | New 100mm G.I pipe (HC) wall thickness 4.50mm. | 120 | Rmt. | 300 ₹36,000 | 290 ₹34,800 | 320 ₹38,400 |
| 2.02 | Dismentalled 100mm G.I pipe (HC) wall thickness 4.50mm. | 280 | Rmt. | 150 ₹42,000 | 130 ₹36,400 | 160 ₹44,800 |
| 2.03 | New 80mm G.I pipe (HC) wall thickness 4.50mm. | 373 | Rmt. | 250 ₹93,250 | 245 ₹91,385 | 260 ₹96,980 |
| 2.04 | Dismentalled 80mm G.I pipe (HC) wall thickness 4.50mm. | 230 | Rmt. | 150 ₹34,500 | 130 ₹29,900 | 170 ₹39,100 |
Tender Value
₹3.8 L
EMD Value
₹7,600
Closing Date
5 Dec 2025, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RR damaged of LWSS Himri Ghunda in GP Himri Tehsil Kotkhai Distt Shimla HP
2025_HPIPH_121748_3
4307-14
Open Tender
Civil Works
90 days
Ghunda
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹7,600
18 Dec 2025
25 Nov 2025
5 Dec 2025
25 Nov 2025
5 Dec 2025
25 Nov 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 jointing and testing of GMS pipe conforming to IS 1239-1991(part-I) of various thickness as mentioned and grade designation with bevelled edge and capable of withstanding required testing pressure in random length of 5.5-65 meters i/c testing and commissioning and cost of jointing with buttwelding as per revant BIS specification ( leak proof) including cost of bends tail pieces, tees reducers increasers etc. as per site requirement and as per directio of the Engineer-in-charge, earth work in trencher to be measured and paid for separately i/c all leads lifts and carriage of materials at site.
New 100mm G.I pipe (HC) wall thickness 4.50mm.
Dismentalled 100mm G.I pipe (HC) wall thickness 4.50mm.
New 80mm G.I pipe (HC) wall thickness 4.50mm.
Dismentalled 80mm G.I pipe (HC) wall thickness 4.50mm.
rupinder justa govt contractor (BID ID -589956)
RAJEEV THANAL CONTRACTOR (BID ID -590004)
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