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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.3 LAccepted-AOC H NO 281 PHASE III HOUSING BOARD BADDI TEHSIL BADDI DISTRICT SOLAN HP | ₹37.3 L Quoted ₹37.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹39.0 LRejected-Finance VILLAGE DILWAN POST OFFICE DIARA TEHSIL AMB DISTRICT UNA HIMACHAL PRADESH | ₹39.0 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹40.0 LRejected-Finance VILLAGE AMLEHAR P O JANDAUR TEHSIL JASWAN DISTT KANGRA HP | ₹40.0 L | L3 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical VILLAGE NER PO MANJHU TEHSIL ARKI DISTT SOLAN H P | ARKI | SOLAN | HIMACHAL PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | HANS RAJ CONTARCTOR L2 | Apex Engineering L3 | ANITA KUMARI CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations and trenches including pipes and pits in all depths etc. in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited)and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths, sides of foundations and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge . | 729 | Cum | 299 ₹2.2 L | 340 ₹2.5 L | 250 ₹1.8 L |
| 2.00Providing, laying, testing & commissioning at site in trenches bevelled ended BIS marked API confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API-X-60 having wali thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to 15 816-1969 or latest as applicable with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & 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 specification as per site conditions and cutting of pipes wherever required as per site requirement i'e carriage in all leads & lifts and as directed by Engineer- Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with API X-60. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments Dye-penetration test (DPT) shall be performed to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately) 200 mm dia. | ||||||
| 2.01200 to 240 40 Rmt 8.20 mm 42.65 API-X-60 (200mm) 38 | ||||||
| 2.02450 to 510 60 Rmt 8.20 mm 42.65 API-X-60 (200mm) 38 | ||||||
| 2.0330 to 160 130 Rmt 8.20 mm 42.65 API-X-60 (200mm) 38 | ||||||
| 2.04 | 620 to 900 280 Rmt 8.20 mm 42.65 API-X-60 (200mm) 38 Total 510 | 510 | Rmt | 5,649 ₹28.8 L | 5,850 ₹29.8 L | 5,600 ₹28.6 L |
| 3.00Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to API/ MSERW after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent L.S. Code ie. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet ie. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | ||||||
| 3.01 | Length 510 Mtrs. Dia 200 mm (in mm) T-38 | 12 | Pair | 8,399 ₹1.0 L | 8,500 ₹1.0 L | 7,000 ₹84,000 |
| 4.00P/L. CC 1:4:8 Icement:4 sand:8 graded aggregates 40mm nominal size curing complete excluding cost of form work in: | ||||||
| 4.01 | foundation & plinth | 2.6 | Cum | 5,299 ₹13,793.30 | 7,300 ₹19,001.90 | 5,000 ₹13,015 |
Tender Value
₹45.5 L
EMD Value
₹90,903
Closing Date
7 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Baddi
(SH Providing , Laying, Jointing and testing of API/X-60 grade pipe 200 mm dia at Nallah crossing at Bald Khad and C/O RCC Anchor Blocks for protection of rising main).(DC Deposit).
2026_HPIPH_132272_1
NIT No. 22058-22158 Dt. 23-03-2026
Open Tender
Civil Works
90 days
Baddi
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
₹90,903
24 Apr 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
23 Mar 2026 - 6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundations and trenches including pipes and pits in all depths etc. in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited)and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths, sides of foundations and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge . | |||||
| 2Providing, laying, testing & commissioning at site in trenches bevelled ended BIS marked API confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API-X-60 having wali thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to 15 816-1969 or latest as applicable with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & 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 specification as per site conditions and cutting of pipes wherever required as per site requirement i'e carriage in all leads & lifts and as directed by Engineer- Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with API X-60. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments Dye-penetration test (DPT) shall be performed to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately) 200 mm dia. | |||||
| 2.01 | 200 to 240 40 Rmt 8.20 mm 42.65 API-X-60 (200mm) 38 | - | - | - | - |
| 2.02 | 450 to 510 60 Rmt 8.20 mm 42.65 API-X-60 (200mm) 38 | - | - | - | - |
| 2.03 | 30 to 160 130 Rmt 8.20 mm 42.65 API-X-60 (200mm) 38 | - | - | - | - |
| 2.04 | 620 to 900 280 Rmt 8.20 mm 42.65 API-X-60 (200mm) 38 Total 510 | - | Rmt | - | - |
| 3Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to API/ MSERW after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent L.S. Code ie. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet ie. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | |||||
| 3.01 | Length 510 Mtrs. Dia 200 mm (in mm) T-38 | - | Pair | - | - |
| 4P/L. CC 1:4:8 Icement:4 sand:8 graded aggregates 40mm nominal size curing complete excluding cost of form work in: | |||||
| 4.01 | foundation & plinth | - | Cum | - | - |
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