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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 LAccepted-Finance | ₹28.2 L | L1 | Accepted-Finance ACCEPTED BEING LOWEST |
| 2 | L2₹31.1 L+₹2.9 L (10.2%)Rejected-Finance | ₹31.1 L+₹2.9 L (10.2%) | L2 | Rejected-Finance REJECTED |
| 3 | L3₹31.2 L+₹3.0 L (10.6%)Rejected-Finance GOVT CONT VILLAGE AND P O NANIKHAD TEHSIL BHATTIYAT AND DISTT CHAMBA H P | ₹31.2 L+₹3.0 L (10.6%) | L3 | Rejected-Finance REJECTED |
| 4 | L4₹32.7 L+₹4.5 L (15.9%)Rejected-Finance VILLAGE PO RAJAIN TEHSIL BHATTIYAT DISTT CHAMBA HP | ₹32.7 L+₹4.5 L (15.9%) | L4 | Rejected-Finance REJECTED |
| 5 | L5₹33.8 L+₹5.6 L (20.0%)Rejected-Finance | ₹33.8 L+₹5.6 L (20.0%) | L5 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | Raj Thakur L5 | A.R ENTERPRISES L3 | Mohd sohel L2 | AJAY MEHTA L4 | Nitika Enterprises L1 | SATISH KUMAR DHIMAN L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. | 690.67 | Cum. | 539.39 ₹3,72,540.49 | 460 ₹3,17,708.2 | 400 ₹2,76,268 | 390 ₹2,69,361.3 | 340 ₹2,34,827.8 | 310 ₹2,14,107.7 Lowest |
| 2.00Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4427-2:2007 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge.(Earth work in trenches to be measured and paid separately) | |||||||||
| 2.10 | 200 mm x 4.00 Kg/cm² | 750 | Rmt. | 80 ₹60,000 | 80 ₹60,000 | 200 ₹1,50,000 | 70 ₹52,500 Lowest | 70 ₹52,500 Lowest | 670 ₹5,02,500 |
| 2.20 | 180 mm x 4.00 Kg/cm² | 1,535 | Rmt. | 76 ₹1,16,660 | 75 ₹1,15,125 | 150 ₹2,30,250 | 70 ₹1,07,450 | 65 ₹99,775 Lowest | 575 ₹8,82,625 |
| 3.00Providing and fixing CI Sluice valve I.S 14846 mm dia of class PN-1.6 with HDPE pipe of following diameter including flanges as per table 17 with nuts and bolts, 3 mm thick asbestos insertation, two layers of welding from inside and out side of the pipe complete in all respect. | |||||||||
| 3.10 | 200 mm dia | 4 | Nos. | 75,000 ₹3,00,000 | 45,000 ₹1,80,000 | 55,000 ₹2,20,000 | 75,000 ₹3,00,000 | 40,000 ₹1,60,000 | 26,000 ₹1,04,000 Lowest |
| 3.20 | 150 mm dia | 10 | Nos. | 41,000 ₹4,10,000 | 30,000 ₹3,00,000 | 35,000 ₹3,50,000 | 48,000 ₹4,80,000 | 26,000 ₹2,60,000 | 21,000 ₹2,10,000 Lowest |
| 4.00 | Providing and laying cement concrete 1:4 :8 ( One cement : four sand: eight graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in F/P with in all leads and lifts as per Direction of Engineer-in-Charge. | 35.14 | Cum. | 8,600 ₹3,02,204 | 9,000 ₹3,16,260 | 6,000 ₹2,10,840 Lowest | 8,500 ₹2,98,690 | 8,400 ₹2,95,176 | 6,600 ₹2,31,924 |
| 5.00Providing and laying cement concrete 1:2:4 (1 : Cement 2: Sand 4: Stone aggregate 20 mm Nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- | |||||||||
| 5.10 | Foundation footing bases of pucca Main Kuhl. | 42 | Cum. | 9,200 ₹3,86,400 | 10,500 ₹4,41,000 | 9,000 ₹3,78,000 | 9,000 ₹3,78,000 | 9,220 ₹3,87,240 | 8,900 ₹3,73,800 Lowest |
Tender Value
₹37.4 L
EMD Value
₹74,757
Closing Date
7 Jul 2025, 4:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
Sub head Laying Jointing and testing of HDPE Pipe of 180 mm dia PE80 PN 4.0 1535 Rmt and HDPE Pipe of 200 mm dia PE80 PN 4 0 750 Rmt and CO RCC Pucca main kuhl 840 Rmt and CO R.C.C. Outlet 14 Nos
2025_HPIPH_108919_1
NIT NO 2401-2500 DATED 27-06-2025 JOB NO 1
Open Tender
Civil Works - Water Works
Item Rate
365 days
CHOWARI CHAMBA HP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
₹74,757
25 Nov 2025
28 Jun 2025
7 Jul 2025
28 Jun 2025
7 Jul 2025
28 Jun 2025
28 Jun 2025 - 7 Jul 2025
Amount
Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.
Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4427-2:2007 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge.(Earth work in trenches to be measured and paid separately)
200 mm x 4.00 Kg/cm²
180 mm x 4.00 Kg/cm²
Providing and fixing CI Sluice valve I.S 14846 mm dia of class PN-1.6 with HDPE pipe of following diameter including flanges as per table 17 with nuts and bolts, 3 mm thick asbestos insertation, two layers of welding from inside and out side of the pipe complete in all respect.
200 mm dia
150 mm dia
Providing and laying cement concrete 1:4 :8 ( One cement : four sand: eight graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in F/P with in all leads and lifts as per Direction of Engineer-in-Charge.
Providing and laying cement concrete 1:2:4 (1 : Cement 2: Sand 4: Stone aggregate 20 mm Nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-
Foundation footing bases of pucca Main Kuhl.
In walls (any thickness but not less than 0.10 meter thickness) attatched pillasters.
Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre so as to give fair finish including centering, shuttering and propping etc.with wooden battens and ballies, hight of propping andcentringbelow supporting floor to celling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete workin :-
Vertical surfaces such as walls ( any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in Charge.
Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in- Charge.
Providing and laying cement concrete 1:1½:3 ( 1 cement:1½ approved sand :3 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:
Foundation , foootings base of columns and the like and mass concrete.
Wall any thickness but not less than 0.10 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.
Mohd sohel (BID ID -532474)
A.R ENTERPRISES (BID ID -532116)
AJAY MEHTA (BID ID -532067)
Raj Thakur (BID ID -532447)
SATISH KUMAR DHIMAN (BID ID -532379)
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