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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-Finance | ₹2.7 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹2.8 L+₹8,450.30 (3.08%)Rejected-Finance | ₹2.8 L+₹8,450.30 (3.08%) | L2 | Rejected-Finance Other than Lowest |
| 3 | L3₹2.9 L+₹16,854.20 (6.15%)Rejected-Finance | ₹2.9 L+₹16,854.20 (6.15%) | L3 | Rejected-Finance Other than Lowest |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-A correspondence has been received from Cont that not to open the technical bid |
| Sl No | Description | Qty | Unit | Zakir Hussain L1 | DINA NATH L3 | NOOR HUSSAIN L2 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation grass brush wood.trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 20 m outside the periphery of the area cleared. | 990 | Sqm | 23 ₹22,770 Lowest | 30 ₹29,700 | 26 ₹25,740 |
| 2.00 | Excavation in foundation trenches etc in earth work lift up to 15 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick Jumper work. | 169.74 | Cum | 370 ₹62,803.8 Lowest | 390 ₹66,198.6 | 380 ₹64,501.2 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1:3:6 (1 Cement: 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) in foundation and plinth in all leads and lifts. | 0.34 | Cum | 10,000 ₹3,400 Lowest | 10,700 ₹3,638 | 10,500 ₹3,570 |
| 4.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size in all leads and lifts. | 0.25 | Cum | 11,500 ₹2,875 Lowest | 11,850 ₹2,962.5 | 11,700 ₹2,925 |
| 4.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in all leads and lifts. | 1.04 | Cum | 12,990 ₹13,509.6 Lowest | 13,200 ₹13,728 | 13,000 ₹13,520 |
| 4.02 | Reinforced cement concrete work in beams suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels bands, plain window sills, staircases and spir stair cases above plinth level up to floor five leve excluding the cost of entering, shuttering, finishi and reinforcement, with 1:1.5:3 (1 cement : coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts. | 0.17 | Cum | 13,450 ₹2,286.5 Lowest | 13,600 ₹2,312 | 13,550 ₹2,303.5 |
| 5.00 | Providing & laying tor steel reinforcement for RCC work including bending, binding and placing in position complete indluding the cost of binding wire in all leads and lifts upto floor two level in all leads and lifts. | 90.3 | Kg | 94 ₹8,488.2 Lowest | 98 ₹8,849.4 | 96 ₹8,668.8 |
| 6.00Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:- | ||||||
| 6.01 | Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge. | 1.49 | Sqm | 880 ₹1,311.2 Lowest | 900 ₹1,341 | 890 ₹1,326.1 |
| 6.02 | Vertical surface such as walls (any thickness) partitions and the like including attached pillasters, buttresses, etc. plinth and string courses complete job in all respect with in all leads and lifts as per the direction and best satisfaction of Engineer-in-Charge. | 13.8 | Sqm | 560 ₹7,728 Lowest | 580 ₹8,004 | 570 ₹7,866 |
Tender Value
₹2.9 L
EMD Value
₹5,800
Closing Date
13 Nov 2025, 5:00 pmClosed
Executive Engineer
EE JSV Mandi
C/O RCC Intake Chmber 1 No. Re routing shifting dismantling Relaying Jointing and Testing of GI pipe 65mm in Gravity main
2025_HPIPH_119601_1
11862-961
Open Tender
Civil Works
Item Rate
90 days
Takoli
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹5,800
22 Jun 2026
4 Nov 2025
14 Nov 2025
4 Nov 2025
13 Nov 2025
4 Nov 2025
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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Form6.pdf
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BOQ_175105.xls
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