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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-Finance R O VILLAGE KALOH P O SAINJ SUB TEHSIL DHAMI DISTT SHIMLA 171103 | SHIMLA | HIMACHAL PRADESH | 171103 | ₹8.1 L | L1 | Accepted-Finance Accept |
| 2 | L2₹8.6 LRejected-Finance | ₹8.6 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹9.0 LRejected-Finance | ₹9.0 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹9.2 LRejected-Finance VILL JADAINEE HATHNI KI DHATO P O BYCHARI VIA TOTU TEHSIL DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹9.2 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹10.3 LRejected-Finance D SHALA DISTT KANGRA HP | ₹10.3 L | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Parmod Kumar Thakur L4 | Joginder Kumar L7 | GULAB DEI L2 | Puneet Kumar L3 | KULDEEP KUMAR L5 | JASVEER ELECTRICAL CONTRACTOR L6 | NARENDER SHARMA 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. | 694.8 | Per Cubic Meter | 296 ₹2.1 L | 485 ₹3.4 L | 280 ₹1.9 L | 340 ₹2.4 L | 470 ₹3.3 L | 480 ₹3.3 L | 280 ₹1.9 L |
| 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-80 pressure raiting of PN-6 including all leads and lifts carriage of materials at site as directed by the Engineer-in charge | ||||||||||
| 2.10 | 110mm dia PN-4 | 940 | Per Running Meter. | 335 ₹3.1 L | 310 ₹2.9 L | 320 ₹3.0 L | 300 ₹2.8 L | 300 ₹2.8 L | 305 ₹2.9 L | 300 ₹2.8 L |
| 2.20 | 90mm dia PN-4 | 580 | Per Running Meter. | 240 ₹1.4 L | 210 ₹1.2 L | 215 ₹1.2 L | 200 ₹1.2 L | 200 ₹1.2 L | 205 ₹1.2 L | 210 ₹1.2 L |
| 2.30 | 75mm dia PN-4 | 410 | Per Running Meter. | 180 ₹73,800 | 170 ₹69,700 | 155 ₹63,550 | 160 ₹65,600 | 160 ₹65,600 | 165 ₹67,650 | 160 ₹65,600 |
| 3.00 | Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,mooram singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by raming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects. | 15.4 | Per Cubic Meter | 325 ₹5,005 | 580 ₹8,932 | 400 ₹6,160 | 350 ₹5,390 | 556 ₹8,562.40 | 570 ₹8,778 | 300 ₹4,620 |
| 4.00 | Providing and laying cement concrete 1:4:8(1 Cement :4 Sand : 8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects. | 3.8 | Per Cubic Meter | 9,000 ₹34,200 | 11,000 ₹41,800 | 8,000 ₹30,400 | 9,000 ₹34,200 | 10,450 ₹39,710 | 10,500 ₹39,900 | 6,000 ₹22,800 |
| 5.00Providing form work with mild steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete work and plain concrete work in :- | ||||||||||
| 5.10 | Vertical surfaces such as walls(any thickness )partition and the like including attached pillasters, buttresses plinth and string courses and like including all leads and lifts etc. complete in all respects. | 55.2 | Per Square Meter. | 250 ₹13,800 | 450 ₹24,840 | 300 ₹16,560 | 400 ₹22,080 | 435 ₹24,012 | 440 ₹24,288 | 240 ₹13,248 |
| 6.00Providing and laying cement concrete work 1:1 ½ :3 (1 Cement :1 ½ Sand : 3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- | ||||||||||
Updated dates
Tender Value
Refer Docs
EMD Value
₹20,560
Closing Date
31 Jan 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Arki
R_M of Lift Irrigation Scheme Ner Poab Ali 1st Stage in GP Parnoo in Tehsil Arki District Solan SH_ Providing _Laying and Jointing HDPE pipe of various dia in distribution system and construction of 10 nos RCC outlets in Village Krungnu Under DMFT i
2026_HPIPH_125339_1
ARK-SOL01-425-8213-63
Open Tender
Civil Works
180 days
Arki
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹20,560
6 Feb 2026
9 Jan 2026
31 Jan 2026
9 Jan 2026
31 Jan 2026
9 Jan 2026
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.
Providing,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-80 pressure raiting of PN-6 including all leads and lifts carriage of materials at site as directed by the Engineer-in charge
110mm dia PN-4
90mm dia PN-4
75mm dia PN-4
Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,mooram singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by raming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects.
Providing and laying cement concrete 1:4:8(1 Cement :4 Sand : 8 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects.
Providing form work with mild steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete work and plain concrete work in :-
Vertical surfaces such as walls(any thickness )partition and the like including attached pillasters, buttresses plinth and string courses and like including all leads and lifts etc. complete in all respects.
Providing and laying cement concrete work 1:1 ½ :3 (1 Cement :1 ½ Sand : 3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-
Foundation footings bases of columns and the like and mass concrete including carriage of materials upto all leads and lifts complete in all respects..
In Walls any thickness (but not less than 0.10meter thickness including attached pilasters,buttresses plinth and string courses etc. from top of foundation(level) upto floor two level including all leads and lifts etc.complete in all respects
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including cost of binding wires and carriage of materials upto all leads and lifts complete in all respects.
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