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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹14.2 LAccepted-Finance | ₹14.2 L | 1st | Accepted-Finance lowest |
| 2 | 2nd₹14.5 L+₹33,882.50 (2.39%)Rejected-Finance | ₹14.5 L+₹33,882.50 (2.39%) | 2nd | Rejected-Finance not lowest |
| 3 | 3r₹15.7 L+₹1.5 L (10.4%)Rejected-Finance VPO KALPA TEHSIL KALPA DISTT KINNAUR HIMACHAL PRADESH | ₹15.7 L+₹1.5 L (10.4%) | 3r | Rejected-Finance not lowest |
| 4 | 4th₹16.3 L+₹2.2 L (15.2%)Rejected-Finance | ₹16.3 L+₹2.2 L (15.2%) | 4th | Rejected-Finance not lowest |
| Sl No | Description | Qty | Unit | SANJEEV KUMAR CONTRCATOR L2 | Devendra singh L1 | JAI KISHAN CONTRCATOR L3 | SHYAMA NAND L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge. | 88.1 | cum | 300 ₹26,430 Lowest | 300 ₹26,430 Lowest | 400 ₹35,240 | 360 ₹31,716 |
| 2.00 | Providing and laying cement concrete 1:4:8 (1 cment:4 sand: 8 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth within all leads and lifts complete. | 1.15 | cum | 14,000 ₹16,100 | 15,000 ₹17,250 | 15,000 ₹17,250 | 13,800 ₹15,870 Lowest |
| 3.00Providing & Laying Cement Concrete 1:1½:3 (1 Cement:1½ Sand:3 Graded Stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth. | |||||||
| 3.01 | In column. | 1.45 | cum | 20,000 ₹29,000 | 19,000 ₹27,550 | 21,000 ₹30,450 | 18,700 ₹27,115 Lowest |
| 3.02 | In suspended floor. | 20.9 | cum | 20,500 ₹4,28,450 | 20,000 ₹4,18,000 | 21,000 ₹4,38,900 | 19,000 ₹3,97,100 Lowest |
| 4.00 | Providing tor steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level (tor steel) | 1,786.8 | kg | 105 ₹1,87,614 | 100 ₹1,78,680 | 110 ₹1,96,548 | 95 ₹1,69,746 Lowest |
| 5.00Providing form work with steel plates 3.15mm thick so as to give a fair finish including centering, shuttering strutting and propping etc. height of propping and centering below supporting floor to cielling not exceeding 4.00 mtr and removal of the same for insitu reinforced concrete and plian concrete work in:- | |||||||
| 5.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts. | 32.4 | sqm | 650 ₹21,060 | 600 ₹19,440 | 700 ₹22,680 | 410 ₹13,284 Lowest |
| 5.02 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like. floors etc upto 200mm. In thickness with in all leads and lifts. | 91.3 | sqm | 700 ₹63,910 | 675 ₹61,627.5 | 800 ₹73,040 | 600 ₹54,780 Lowest |
| 6.00 | Wire crate of interlink chain filled with boulder square cut faces against the interlink chain (Interlink chain to be measured and paid for separately) | 343.2 | cum | 1,800 ₹6,17,760 | 1,770 ₹6,07,464 Lowest | 2,000 ₹6,86,400 | 2,500 ₹8,58,000 |
Tender Value
₹17.8 L
EMD Value
₹35,692
Closing Date
26 Apr 2025, 5:00 pmClosed
Executive Engineer
Division reckon peo
co wire crate check dams at various places and co RCC cut covers for kuhl channel at Rd 120,320,430,470 and 1520
2025_HPIPH_104015_1
KNR-JSD-PEO-EA-I-Tender
Open Tender
Civil Works
Item Rate
180 days
GP kalpa
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
Yes
₹35,692
Yes
15 Sept 2025
17 Apr 2025
28 Apr 2025
18 Apr 2025
26 Apr 2025
18 Apr 2025
Amount
Excavation in foundations in all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling where blasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8 (1 cment:4 sand: 8 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth within all leads and lifts complete.
Providing & Laying Cement Concrete 1:1½:3 (1 Cement:1½ Sand:3 Graded Stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.
In column.
In suspended floor.
Providing tor steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level (tor steel)
Providing form work with steel plates 3.15mm thick so as to give a fair finish including centering, shuttering strutting and propping etc. height of propping and centering below supporting floor to cielling not exceeding 4.00 mtr and removal of the same for insitu reinforced concrete and plian concrete work in:-
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.
Flat surfaces such as soffits of suspended floors, roofs, landings and the like. floors etc upto 200mm. In thickness with in all leads and lifts.
Wire crate of interlink chain filled with boulder square cut faces against the interlink chain (Interlink chain to be measured and paid for separately)
Fixing of Galvanised steel Interlink chain fence with mesh size, 15cm x 15cm, 4mm thick i/c placing and binding complete in all resoect (Boulder filling is to be measured and paid for separatly.
SANJEEV KUMAR CONTRCATOR (BID ID -513188)
JAI KISHAN CONTRCATOR (BID ID -513244)
SHYAMA NAND (BID ID -512641)
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