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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.6 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹32.8 L+₹1.2 L (3.71%)Rejected-Finance VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | L2 | Rejected-Finance L2 | |
| 3 | L3₹33.8 L+₹2.2 L (6.92%)Rejected-Finance VILL PO GANVI TEH RAMPUR DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | L3 | Rejected-Finance L3 | |
| 4 | L4₹34.5 L+₹2.9 L (9.23%)Rejected-Finance VILLAGE KHADED P O CHOWAI TEHSIL ANNI DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172001 | L4 | Rejected-Finance L4 | |
| 5 | L5₹35.9 L+₹4.3 L (13.5%)Rejected-Finance V P O KARSOG TEHSIL KARSOG DISTT MANDI HP | KARSOG | MANDI | HIMACHAL PRADESH | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Kul Bhushan Sharma L7 | Dev raj L4 | KUSHAL SINGH RAGHAV L2 | bhim sen govt cont L6 | SATPAL L5 | ram krishan L1 | BHAGWAN DASS L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/soil separately and after laying, jointing and testing of pipes, returning the usable soil in trenches 15cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. ( ( For Gravity & Distribution System Pipe Line) | 4,371.5 | Cum | 363 ₹15,86,854.5 | 317.9 ₹13,89,699.85 | 275 ₹12,02,162.5 | 390 ₹17,04,885 | 375 ₹16,39,312.5 | 260 ₹11,36,590 Lowest | 375 ₹16,39,312.5 |
| 2.00Laying, jointing and testing in trenches galvanized mild steel screwed and socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge. (LR) | ||||||||||
| 2.01 | 80 mm dia (LC) | 800 | Rmt. | 85 ₹68,000 | 89 ₹71,200 | 85 ₹68,000 | 85 ₹68,000 | 84 ₹67,200 | 88 ₹70,400 | 75 ₹60,000 Lowest |
| 2.02 | 65 mm dia (LC) | 6,100 | Rmt. | 85 ₹5,18,500 | 87 ₹5,30,700 | 75 ₹4,57,500 | 85 ₹5,18,500 | 82 ₹5,00,200 | 86 ₹5,24,600 | 65 ₹3,96,500 Lowest |
| 2.03 | 50 mm dia (LC) | 7,100 | Rmt. | 48 ₹3,40,800 | 50 ₹3,55,000 | 55 ₹3,90,500 | 45 ₹3,19,500 Lowest | 48 ₹3,40,800 | 48 ₹3,40,800 | 46 ₹3,26,600 |
| 2.04 | 40 mm dia (LC) | 4,740 | Rmt. | 46 ₹2,18,040 | 48 ₹2,27,520 | 45 ₹2,13,300 | 42 ₹1,99,080 | 45 ₹2,13,300 | 47 ₹2,22,780 | 40 ₹1,89,600 Lowest |
| 2.05 | 32 mm dia (LC) | 3,800 | Rmt. | 35 ₹1,33,000 | 36 ₹1,36,800 | 45 ₹1,71,000 | 32 ₹1,21,600 Lowest | 35 ₹1,33,000 | 35 ₹1,33,000 | 32 ₹1,21,600 Lowest |
| 2.06 | 25 mm dia (LC) | 11,028 | Rmt. | 34 ₹3,74,952 | 35 ₹3,85,980 | 45 ₹4,96,260 | 30 ₹3,30,840 Lowest | 32 ₹3,52,896 | 34 ₹3,74,952 | 30 ₹3,30,840 Lowest |
| 2.07 | 20 mm dia (LC) | 1,950 | Rmt. | 22 ₹42,900 | 23 ₹44,850 | 35 ₹68,250 | 22 ₹42,900 | 22 ₹42,900 | 22 ₹42,900 | 20 ₹39,000 Lowest |
| 3.00Laying and binding (By way of circumferental butt welding by electrical arc welding) and testing of galvanised mild steel tube G.I pipe of following dia. Confirming to BIS 1239-2001 (Latest with upto date ammendements having wall thickness as per code with bevelled / Plain ends in a random length of 4 to 7 Mtrs. including mfg. reducers/ tapers all the pieces, bends etc. as per site requirement made from parent tube. The laying of will includes all operation such as Cutting, welding, jointing, fabrication of bends, tee etc. including lowering and laying in excavated trenches to ensure required level including flushing and cleaning anad hydrullic testing complete in all respectto the satisfaction of the Engineer in Charge. the fabricated bend shall have three or four cuts having its radius not less than five times the dia. of pipe. the dameged portion of the pipe end special made form the parent tube during welding or otherwised shall be provided anti corrossive treatment by applying two coats of anti corrossive bitumens paint over a priming coat as per AWWA specifications C-203 -1978. the welding electric shall be Aas per IS 814 of advani Oerlkon / L&T or ISI markd make. The rate also includes entire carriage of material, flushing, cleaning, hydraullic testing complete to the best satisfication and direction of Enginner in Charge with in alll leads and lifts.(Earth work in trenches will be measured and paid for separtely. (LR) | ||||||||||
Tender Value
₹43.2 L
EMD Value
₹86,372
Closing Date
24 Sept 2026, 5:00 pmClosed
EE JSV Division Anni
EE JSV Division Anni
SH Excavation in foundation trenches etc. in earth work Laying Jointing and Testing of G.I. pipe 150 mm dia (MC) RD 0 to 950. 950 Rmt. for with butt welding (For gravity main) Laying Jointing and Testing of GI pipe 80 mm dia (LC) 800 Rmt 65 mm
2026_HPIPH_143624_1
6020-6080
Open Tender
Civil Works
Item Rate
180 days
Nither
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹86,372
5 Oct 2026
17 Sept 2026
25 Sept 2026
18 Sept 2026
24 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/soil separately and after laying, jointing and testing of pipes, returning the usable soil in trenches 15cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. ( ( For Gravity & Distribution System Pipe Line) | 4,371.5 | Cum | - | - |
| 2Laying, jointing and testing in trenches galvanized mild steel screwed and socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge. (LR) | |||||
| 2.01 | 80 mm dia (LC) | 800 | Rmt. | - | - |
| 2.02 | 65 mm dia (LC) | 6,100 | Rmt. | - | - |
| 2.03 | 50 mm dia (LC) | 7,100 | Rmt. | - | - |
| 2.04 | 40 mm dia (LC) | 4,740 | Rmt. | - | - |
| 2.05 | 32 mm dia (LC) | 3,800 | Rmt. | - | - |
| 2.06 | 25 mm dia (LC) | 11,028 | Rmt. | - | - |
| 2.07 | 20 mm dia (LC) | 1,950 | Rmt. | - | - |
| 3Laying and binding (By way of circumferental butt welding by electrical arc welding) and testing of galvanised mild steel tube G.I pipe of following dia. Confirming to BIS 1239-2001 (Latest with upto date ammendements having wall thickness as per code with bevelled / Plain ends in a random length of 4 to 7 Mtrs. including mfg. reducers/ tapers all the pieces, bends etc. as per site requirement made from parent tube. The laying of will includes all operation such as Cutting, welding, jointing, fabrication of bends, tee etc. including lowering and laying in excavated trenches to ensure required level including flushing and cleaning anad hydrullic testing complete in all respectto the satisfaction of the Engineer in Charge. the fabricated bend shall have three or four cuts having its radius not less than five times the dia. of pipe. the dameged portion of the pipe end special made form the parent tube during welding or otherwised shall be provided anti corrossive treatment by applying two coats of anti corrossive bitumens paint over a priming coat as per AWWA specifications C-203 -1978. the welding electric shall be Aas per IS 814 of advani Oerlkon / L&T or ISI markd make. The rate also includes entire carriage of material, flushing, cleaning, hydraullic testing complete to the best satisfication and direction of Enginner in Charge with in alll leads and lifts.(Earth work in trenches will be measured and paid for separtely. (LR) | |||||
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