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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC R O VILLAGE DADOH PO DHABAN TEHSIL BALH DISTRICT MANDI HP 175027 | MANDI | HIMACHAL PRADESH | 175027 | ₹1.5 Cr Quoted ₹15.4 L | L1 | Accepted-AOC Work awarded |
| 2 | L2₹1.6 CrRejected-Finance VPO CHAMBI | CHAMBA | HIMACHAL PRADESH | 176207 | ₹1.6 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.7 CrRejected-Finance GOVT CONTRACTOR VILL GAHAR P O PANJGAIN TEHSIL SADAR DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹1.7 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.8 CrRejected-Finance DHALIWAL | AMRITSAR | PUNJAB | 143001 | ₹1.8 Cr | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Ravinder Kumar Sahore L4 | MOHAMMAD SALMAN L1 | Gaurav Thakur L3 | Tek Singh Raghav L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches (for pipes and pits) up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 4,984.89 | cum | 422.22 ₹21,04,720.26 | 220 ₹10,96,675.8 | 330 ₹16,45,013.7 | 395 ₹19,69,031.55 |
| 2.00 | Providing & laying cement concrete 1:3:6 (1cement: 3 sand: 6graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge | 39.2 | cum | 5,422 ₹2,12,542.4 | 6,300 ₹2,46,960 | 9,000 ₹3,52,800 | 7,995 ₹3,13,404 |
| 3.00 | Providing & laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. | 31.41 | cum. | 4,922 ₹1,54,600.02 | 6,100 ₹1,91,601 | 8,400 ₹2,63,844 | 7,395 ₹2,32,276.95 |
| 4.00Providing & laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- | |||||||
| 4.01 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 81.82 | cum. | 7,922 ₹6,48,178.04 | 7,000 ₹5,72,740 | 10,700 ₹8,75,474 | 9,195 ₹7,52,334.9 |
| 4.02 | Wall (any thickness but not less than 0.10 mts. thickness) including attached pillasters , buttresses plinth, and string, fillets columns, pillars, piers, abutments, posts, excluding cost of centring, shuttering, finishing and reinforcement within all leads and lifts as per the direction of Engineer-in-charge. | 160.51 | cum | 8,422 ₹13,51,815.22 | 7,000 ₹11,23,570 | 10,700 ₹17,17,457 | 9,395 ₹15,07,991.45 |
| 4.03 | In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 86.6 | cum | 8,322 ₹7,20,685.2 | 7,000 ₹6,06,200 | 10,700 ₹9,26,620 | 9,395 ₹8,13,607 |
| 5.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain within all leads, lifts and other incidentials. | |||||||
| 5.01 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness within all leads and lifts as per the direction of Engineer-in-charge. | 120.98 | sqm. | 522 ₹63,151.56 | 400 ₹48,392 | 400 ₹48,392 | 395 ₹47,787.1 |
| 5.02 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like within all leads and lifts as per the direction of Engineer-in-charge. | 1,999.05 | sqm. | 322 ₹6,43,694.1 | 400 ₹7,99,620 | 290 ₹5,79,724.5 | 375 ₹7,49,643.75 |
Tender Value
₹2.2 Cr
EMD Value
₹3.0 L
Closing Date
22 Dec 2025, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH Providing, laying, jointing and testing of DI pipe line in sewerage distribution system, repair of damaged PWD road and panchayat footpath, c/o manhole chambers and c/o RCC pillar for sewer line.)
2025_HPIPH_123368_1
9539-9638 dated 11.12.2025
Open Tender
Civil Works - Others
Shri Naina Devi Ji Distt Bilaspur HP
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹3.0 L
18 Feb 2026
11 Dec 2025
22 Dec 2025
11 Dec 2025
22 Dec 2025
11 Dec 2025
Amount
Excavation in foundation and trenches (for pipes and pits) up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
Providing & laying cement concrete 1:3:6 (1cement: 3 sand: 6graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge
Providing & laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.
Providing & laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :-
Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
Wall (any thickness but not less than 0.10 mts. thickness) including attached pillasters , buttresses plinth, and string, fillets columns, pillars, piers, abutments, posts, excluding cost of centring, shuttering, finishing and reinforcement within all leads and lifts as per the direction of Engineer-in-charge.
In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain within all leads, lifts and other incidentials.
Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness within all leads and lifts as per the direction of Engineer-in-charge.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.
Providing mild/Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level. complete to entire satisfaction as directed by the Engineer-in-charge.
Applying cement slury or cement concrete work within all leads and lifts as per the direction of Engineer-in-charge.
Providing and fixing CI Rungs within all leads and lifts as per the direction of Engineer-in-charge.
Providing and fixing pre cast SFRC Manhole cover with frame having size of 560 mm internal dia (Medium Duty) within all leads lifts complete in all respect.
Laying, jointing and testing of DI pipe spigot and socketed pipe with CML (SBR tyton push on joint) complete in all respect as per IS 8329-2900 class K7 diamention weight and test pressures in all respect and as per latest ammendments or edition within all leads and lifts as per the direction of Engineer-in-charge.
150 mm dia
200 mm dia
250 mm dia
Restoration charges for road crossing as per HPPWD Norms for Matalled Road with bitumen Macadam within all leads and lifts as per the direction of Engineer-in-charge.
Stone solling properly hand packed filling interstes with kharunja stone and consolidation with power road roller to the required gradient and chaber including spreading watering and rolling of hinding material or earth work within all leads and lifts as per the direction of Engineer-in-charge.
Providing and laying cement concrete 1:5:10 (1cement: 5sand: 10graded stone aggregate 40mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth etc. within all leads and lifts as per the direction of Engineer-in-charge.
Tek Singh Raghav (BID ID -599236)
Gaurav Thakur (BID ID -596849)
Ravinder Kumar Sahore (BID ID -600285)
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