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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | ₹27.9 L | L1 | Accepted-Finance Accept |
| 2 | L2₹28.2 L+₹31,852.86 (1.14%)Rejected-Finance VILL JADAINEE HATHNI KI DHATO P O BYCHARI VIA TOTU TEHSIL DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹28.2 L+₹31,852.86 (1.14%) | L2 | Rejected-Finance Reject |
| 3 | L3₹31.4 L+₹3.5 L (12.5%)Rejected-Finance | ₹31.4 L+₹3.5 L (12.5%) | L3 | Rejected-Finance Reject |
| 4 | L4₹32.0 L+₹4.1 L (14.7%)Rejected-Finance | ₹32.0 L+₹4.1 L (14.7%) | L4 | Rejected-Finance Reject |
| 5 | L5₹32.5 L+₹4.7 L (16.8%)Rejected-Finance | ₹32.5 L+₹4.7 L (16.8%) | L5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Ram Raj L3 | Kameshwar Sharma L4 | Parmod Kumar Thakur L2 | Sh. Lekh Raj Sharma L5 | RAKESH KUMAR L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation drain & channels etc. earth all classification of earth work such as pick work jumper work pumping out water blasting softs /hard work in all same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking , timbering and dewatering wherever required , stacking usable and unusable material/ soil separately and after laying jointing and testing pipes, returning the usable soil in 15 Cm layers by ramming and watering and then desposing off all surplus excavated soil/ unusable material as directed within all leads and lifts including restoration of unmateled/ mateled surfaces top its orinal condition including cost of diversion of of trafffic, night signal boards, fixing of caution boards, crossing over trenches for acces to houses, fencuing etc. complete in all respects within all leads and lifts as per the directions of Engineer in Charge. | 767.5 | Per Cubic meter. | 540 ₹4,14,450 | 550 ₹4,22,125 | 296 ₹2,27,180 Lowest | 560 ₹4,29,800 | 400 ₹3,07,000 |
| 2.00Providing laying & jointing high density polyethylene pipe with fussion welding process for buried water means and services duly ISI marked (IS-4984-1995) as amended upto date in the following dia material grade PE-100 pressure raiting of various dia including all leads and lifts carriage of materials at site as directed by the Engineer-in charge | ||||||||
| 2.01 | 160mm dia PN-8 | 1,350 | Per running meter | 660 ₹8,91,000 Lowest | 670 ₹9,04,500 | 935 ₹12,62,250 | 680 ₹9,18,000 | 830 ₹11,20,500 |
| 2.02 | 125mm dia PN-6 | 1,250 | Per running meter | 435 ₹5,43,750 Lowest | 440 ₹5,50,000 | 520 ₹6,50,000 | 450 ₹5,62,500 | 600 ₹7,50,000 |
| 3.00RISING MAIN:- Laying & jointing , testing & commissioning at site in trenches bevelled ended BIS marked GI pipe confirming to relevent codes IS-1239-2004 & specification its equivalent latest with up to date ammendments of following dia wall 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 IS 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/c carriage in all leads & lifts and as directed by Engineer-Incharge. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge .In rising main 99% jointing shall be butt welded remaining 1 % shall be flanged suitable M. S. plate flange of appropriate flange table. In addtion flanged may also be provided where are to be necessary provided in rising main. | ||||||||
| 3.01RDs. Length Pipe Dia weight kg/mtrs. Class Wall thic. From to in mtrs. | ||||||||
| 3.02 | 0 to 300 300 150mm 21.30 Kg GMS (HC) 5.40mm | 300 | Per Running meters. | 2,400 ₹7,20,000 | 2,470 ₹7,41,000 | 350 ₹1,05,000 | 2,500 ₹7,50,000 | 225 ₹67,500 Lowest |
| 4.00Providing, 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 I.S. Code i.e. 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 i.e. 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. | ||||||||
| 4.01RD Length (In mtrs.) ( dia inmm) Flange table. | ||||||||
| 4.02 | 0 to 300 300 150mm T-5 | 5 | Each Pair. | 3,000 ₹15,000 | 3,100 ₹15,500 | 4,000 ₹20,000 | 3,150 ₹15,750 | 2,800 ₹14,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹61,000
Closing Date
14 Sept 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Arki
Renovation of LIS Banoh in GP Kharahatti Tehsil Arki District Solan HP SH Replacement of Rising Main providing laying and joining HDPE pipe of various dia in distribution system and construction of RCC Out Let Chamber 25 Nos
2026_HPIPH_142570_4
ARK-SOL01-425-8213-63
Open Tender
Civil Works
Item Rate
61000 days
Arki
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹61,000
21 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation drain & channels etc. earth all classification of earth work such as pick work jumper work pumping out water blasting softs /hard work in all same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking , timbering and dewatering wherever required , stacking usable and unusable material/ soil separately and after laying jointing and testing pipes, returning the usable soil in 15 Cm layers by ramming and watering and then desposing off all surplus excavated soil/ unusable material as directed within all leads and lifts including restoration of unmateled/ mateled surfaces top its orinal condition including cost of diversion of of trafffic, night signal boards, fixing of caution boards, crossing over trenches for acces to houses, fencuing etc. complete in all respects within all leads and lifts as per the directions of Engineer in Charge. | 767.5 | Per Cubic meter. | 1.25 | ₹959.38 |
| 2Providing laying & jointing high density polyethylene pipe with fussion welding process for buried water means and services duly ISI marked (IS-4984-1995) as amended upto date in the following dia material grade PE-100 pressure raiting of various dia including all leads and lifts carriage of materials at site as directed by the Engineer-in charge | |||||
| 2.01 | 160mm dia PN-8 | 1,350 | Per running meter | 1.25 | ₹1,687.5 |
| 2.02 | 125mm dia PN-6 | 1,250 | Per running meter | 1.25 | ₹1,562.5 |
| 3RISING MAIN:- Laying & jointing , testing & commissioning at site in trenches bevelled ended BIS marked GI pipe confirming to relevent codes IS-1239-2004 & specification its equivalent latest with up to date ammendments of following dia wall 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 IS 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/c carriage in all leads & lifts and as directed by Engineer-Incharge. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge .In rising main 99% jointing shall be butt welded remaining 1 % shall be flanged suitable M. S. plate flange of appropriate flange table. In addtion flanged may also be provided where are to be necessary provided in rising main. | |||||
| 3.01 | RDs. Length Pipe Dia weight kg/mtrs. Class Wall thic. From to in mtrs. | - | - | - | - |
| 3.02 | 0 to 300 300 150mm 21.30 Kg GMS (HC) 5.40mm | 300 | Per Running meters. | 1.25 | ₹375 |
| 4Providing, 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 I.S. Code i.e. 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 i.e. 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. | |||||
| 4.01 | RD Length (In mtrs.) ( dia inmm) Flange table. | - | - | - | - |
| 4.02 | 0 to 300 300 150mm T-5 | 5 | Each Pair. | 1.25 | ₹6.25 |
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