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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Earnest Money and cost of tender form not summitted in original |
| 3 | Not Admitted-Fee/PreQual/Technical GOVT CONTRACTOR VILL GAHAR P O PANJGAIN TEHSIL SADAR DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | - | - | Not Admitted-Fee/PreQual/Technical Others-contractor has not produced any documentary evidence that he has completed the works costing 80.00 lacs |
| 4 | Not Admitted-Finance 171 GLOBEL SPACE HUDA GLOBEL SPACE COLONY 125055 | SIRSA | HARYANA | 125055 | - | - | Not Admitted-Finance Not qualified for AOC |
| 5 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Gagandeep Singh Govt Contractor L1 |
|---|---|---|---|---|
| 1.00 | Excavation in foundation ( trenches for pipes and M/holes) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca pavements i/c saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides,levelling of beds to correct grade including shoring,strutting, planking, timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil,un-usable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and also including cost of diversion of traffic,night signals,fixing caution boards,crossing over trenches for access to houses,fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 2,408.48 | Cum | 240 ₹5,78,035.2 Lowest |
| 2.00Providing and laying Cement Concrete 1:4:8(1cement,4Sand,8 Stone Agrregate 40 mm Nominal Size & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | ||||
| 2.01 | Foundation and Plinth complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 121.28 | Cum | 5,252 ₹6,36,962.56 Lowest |
| 3.00Providing and laying Cement Concrete M30 (Design Mix) But not less than 1:1.5:3 & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | ||||
| 3.01 | In Foundation and Plinth complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 174.46 | Cum | 7,650 ₹13,34,619 Lowest |
| 3.02 | Walls (any thickness but not less then 0.10 mm thickness attached pilasters, buttresses, plinth & string courses.) complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 55.37 | Cum | 7,850 ₹4,34,654.5 Lowest |
| 3.03 | In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 34.36 | Cum | 7,650 ₹2,62,854 Lowest |
| 4.00Providing from work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. with wooden battens and Ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete & plain concrete work in | ||||
| 4.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc.up to 200mm in thickness complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 38.02 | sqm | 200 ₹7,604 Lowest |
| 4.02 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 2,846.12 | sqm | 250 ₹7,11,530 Lowest |
Tender Value
₹2.4 Cr
EMD Value
₹3.2 L
Closing Date
18 Feb 2025, 5:00 pmClosed
EE Jal Shakti Division Larji
EE Jal Shakti Division Larji
(SH- laying, Jointing and testing of Main sewer line, C/O Man hole , anchor Block, River crossing and Nallah crossing etc.) Job no-III
2025_HPIPH_99775_1
Sewerage NIT 15870-15969 Dated - 11/02/2025 Job no-III
Open Tender
Civil Works
Item Rate
365 days
Banjar
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
EE Larji
₹3.2 L
3 Apr 2025
11 Feb 2025
19 Feb 2025
11 Feb 2025
18 Feb 2025
11 Feb 2025
Amount
Excavation in foundation ( trenches for pipes and M/holes) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca pavements i/c saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides,levelling of beds to correct grade including shoring,strutting, planking, timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil,un-usable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and also including cost of diversion of traffic,night signals,fixing caution boards,crossing over trenches for access to houses,fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Providing and laying Cement Concrete 1:4:8(1cement,4Sand,8 Stone Agrregate 40 mm Nominal Size & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Foundation and Plinth complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Providing and laying Cement Concrete M30 (Design Mix) But not less than 1:1.5:3 & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
In Foundation and Plinth complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Walls (any thickness but not less then 0.10 mm thickness attached pilasters, buttresses, plinth & string courses.) complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Providing from work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. with wooden battens and Ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete & plain concrete work in
Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc.up to 200mm in thickness complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Providing mild steel/ tor steel reinforcement for R.C.C work including bending, binding &placing in position complete upto floor two level complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Applying cement slurry on RCC Slab or cement concrete work complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Providing and fixing CI Rungs complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Providing & Fixing Pre Cast SFRC Manhole cover having size of 560 mm internal dia (Medium Duty) with in all leads and lifts complete in all respect.
Providing and laying Cement Concrete 1:2:4 (1cement,2 Sand,4 Stone Agrregate 20 mm Nominal Size & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
In column,Pillars,post and struts up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge
Steel work welded in built up sections, trusses and framed work i/c cutting, hoisting, fixing in position and applyinga priming coat of red lead paint in:- Trusses and Trussed Purlins in buildings complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.
Laying, jointing and testing in trenches to be levelled to grade, centrifugal cement mortar lined ductile iron(spun) pressure pipes confirming to BIS 8923-2000 class K-7,suitable for tyton (push on joints ) including , tees, collars, tapers (if required) crosses, short pieces , tail pieces, plugs of required sizes i/c cutting pieces, chamfering where- ever required (earth work in trenches and cost of joints to be measured and paid for separately) including carriage with in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters. ( labour Rate )
300mm dia
Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting i/c testing of the joints,cost of rubber gasket(EDPM Quality) conferming to IS 3382 (Lastest edition /amendments) complete in all respect with in all leads and lifts.and as per latest amendments or Edition
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