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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.1 LAccepted-Finance VILLAGE P O MANSIMBLE TEHSIL PALAMPUR DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹5.1 L | 1 | Accepted-Finance L1 |
| 2 | 2₹5.3 L+₹19,848.42 (3.90%)Rejected-Finance | ₹5.3 L+₹19,848.42 (3.90%) | 2 | Rejected-Finance L2 |
| 3 | 3₹5.3 L+₹22,722.90 (4.46%)Rejected-Finance | ₹5.3 L+₹22,722.90 (4.46%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Sanjay Saini L1 | ROOP THAKUR L2 | Partap Singh L3 |
|---|---|---|---|---|---|---|
| 1.00 | Brick work using common burnt clay building bricks in super structure above plinth level uptofloor two level 2nd class bricks cement mortar 1:4 (1cement: 4 sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 18.78 | Cum | 11,500 ₹2,15,970 Lowest | 12,200 ₹2,29,116 | 12,200 ₹2,29,116 |
| 2.00 | 15mm thick cement plaster in single coat on fair side of brick / concrete/ stone walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth cement mortor 1:3 (1cement: 3 sand) and to the entire satisfaction of the Engineer-in-charge. | 66.99 | Sqmt | 350 ₹23,446.5 Lowest | 390 ₹26,126.1 | 380 ₹25,456.2 |
| 3.00Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | ||||||
| 3.01 | Suspended floor roofs landing shelves and their supports balconies, beams girders breasumers and cantilevers up to floor two level. | 7.47 | Cum | 10,500 ₹78,435 Lowest | 10,600 ₹79,182 | 10,600 ₹79,182 |
| 4.00Providing form work with steel plates 3.15mm 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 ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:- | ||||||
| 4.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge. | 21.9 | Sqmt | 490 ₹10,731 Lowest | 500 ₹10,950 | 520 ₹11,388 |
| 4.02 | Flat surfaces such as soffits of suspended floor landings and the like up to 200mm thickness and to the entire satisfaction of the Engineer-in-charge. | 25.63 | Sqmt | 590 ₹15,121.7 Lowest | 592 ₹15,172.96 | 610 ₹15,634.3 |
| 5.00 | Providing tor steel reinforcement for RCC work including bending binding, cutting and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge. | 672.52 | P/Kg | 120 ₹80,702.4 Lowest | 123 ₹82,719.96 | 125 ₹84,065 |
| 6.00 | Providing and fixing SRFC manhole cover with frame having frames size of 560mm internal dia (medium duty).The weight of cover and frame shouldnot be less than 100kg including all leads and lifts and to the entire satifaction of the Engineer-in-charge. | 26 | Each | 3,252 ₹84,552 Lowest | 3,290 ₹85,540 | 3,340 ₹86,840 |
Tender Value
₹4.5 L
EMD Value
₹9,100
Closing Date
16 Jun 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of Sewerage scheme to New Bilaspur Town in Tehsil Sadar District Bilaspur (SH Repair of existing manhole chamber in various wards under JSV Section NBT).
2026_HPIPH_135835_2
BLP-BLP-0736-NIT No. 2672-2771 Dated 04/06/2026
Open Tender
Civil Works
Item Wise
Sub Division Bilaspur section NBT
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹9,100
2 Jul 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Brick work using common burnt clay building bricks in super structure above plinth level uptofloor two level 2nd class bricks cement mortar 1:4 (1cement: 4 sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 18.78 | Cum | - | - |
| 2 | 15mm thick cement plaster in single coat on fair side of brick / concrete/ stone walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth cement mortor 1:3 (1cement: 3 sand) and to the entire satisfaction of the Engineer-in-charge. | 66.99 | Sqmt | - | - |
| 3Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | |||||
| 3.01 | Suspended floor roofs landing shelves and their supports balconies, beams girders breasumers and cantilevers up to floor two level. | 7.47 | Cum | - | - |
| 4Providing form work with steel plates 3.15mm 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 ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:- | |||||
| 4.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge. | 21.9 | Sqmt | - | - |
| 4.02 | Flat surfaces such as soffits of suspended floor landings and the like up to 200mm thickness and to the entire satisfaction of the Engineer-in-charge. | 25.63 | Sqmt | - | - |
| 5 | Providing tor steel reinforcement for RCC work including bending binding, cutting and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge. | 672.52 | P/Kg | - | - |
| 6 | Providing and fixing SRFC manhole cover with frame having frames size of 560mm internal dia (medium duty).The weight of cover and frame shouldnot be less than 100kg including all leads and lifts and to the entire satifaction of the Engineer-in-charge. | 26 | Each | - | - |
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