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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC VILL PANOL | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.9 L+₹30,565.67 (11.9%)Rejected-Finance CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L2 | Rejected-Finance Being a L2 | |
| 3 | L3₹3.0 L+₹46,263.72 (18.0%)Rejected-Finance | L3 | Rejected-Finance Being a L3 | |
| 4 | L4₹3.0 L+₹47,693.62 (18.6%)Rejected-Finance | L4 | Rejected-Finance Being a L4 | |
| 5 | L5₹3.9 L+₹1.3 L (51.2%)Rejected-Finance VILL GALYAN PO GHUMARWIN TEHSIL GHUMARWIN DISTT BILASPUR HP 174021 | BILASPUR | HIMACHAL PRADESH | 174021 | L5 | Rejected-Finance Being a L5 |
| Sl No | Description | Qty | Unit | Ssumit Sharma H2 | kuiper tech private limited H3 | DHARAM PAL THAKUR H5 | Dinesh Kumar H4 | SAHIL KUMAR H1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. ( for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick jumper work, blasting in soft/ hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering , stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge. | 25.66 | CUM | 470 ₹12,060.2 | 450 ₹11,547 | 370 ₹9,494.2 | 350 ₹8,981 Lowest | 500 ₹12,830 |
| 2.00 | Providing and laying cement concrete 1:3:6 ( One cement : three sand : six graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in | 1.26 | CUM | 8,500 ₹10,710 | 8,000 ₹10,080 | 7,480 ₹9,424.8 Lowest | 7,600 ₹9,576 | 8,500 ₹10,710 |
| 3.00Providing and laying cement concrete 1:1½:3 (1cement :1½sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | ||||||||
| 3.01 | Foundation footing bases of columns and the like mass concrete. | 1.88 | CUM | 9,000 ₹16,920 | 9,000 ₹16,920 | 8,600 ₹16,168 Lowest | 8,900 ₹16,732 | 9,400 ₹17,672 |
| 3.02 | Vertical Surface such as wall ( 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. | 6.93 | CUM | 9,400 ₹65,142 | 9,300 ₹64,449 | 8,900 ₹61,677 Lowest | 9,100 ₹63,063 | 9,500 ₹65,835 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:- | ||||||||
| 4.01 | Vertical surfaces such as walls ( any thickness) portions and the like including attached pilasters buttresses, plinth and string courses and the like in all leads and lifts. | 69.26 | SQM | 455 ₹31,513.3 | 450 ₹31,167 | 390 ₹27,011.4 Lowest | 400 ₹27,704 | 500 ₹34,630 |
| 4.02 | Suspended floor roofs landing shelves and their supports balconies beams,girders, bressumers and cantilevers upto floor two level. | 8.16 | SQM | 640 ₹5,222.4 | 600 ₹4,896 | 490 ₹3,998.4 Lowest | 500 ₹4,080 | 630 ₹5,140.8 |
| 5.00 | Providing in RCC smooth finishing of the exposed surface with cement moro 1:3 ( 1 cement:3 samd) | 69.26 | SQM | 250 ₹17,315 | 200 ₹13,852 | 150 ₹10,389 Lowest | 300 ₹20,778 | 220 ₹15,237.2 |
| 6.00Providing and laying cement concrete 1:1½:3 (1cement :1½sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | ||||||||
Tender Value
₹2.8 L
EMD Value
₹5,800
Closing Date
30 Jul 2025, 5:00 pmClosed
EXECUTIVE ENGINEER JAL SHAKTI DIVISION GHUMARWIN
EXECUTIVE ENGINEER JAL SHAKTI DIVISION GHUMARWIN
Construction of RCC Storage tank Capacity 25000 Ltrs at village Baroun Under LWSS Barog Baron in tehsil Ghumarwin Distt. Bilaspur Under NCRF
2025_HPIPH_110656_1
GMR-BLP02-737(4256-90)Baron
Open Tender
Civil Works
Item Rate
90 days
Bharari
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹5,800
1 Dec 2025
22 Jul 2025
31 Jul 2025
22 Jul 2025
30 Jul 2025
22 Jul 2025
22 Jul 2025 - 30 Jul 2025
Amount
Excavation in foundation and trenches etc. ( for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick jumper work, blasting in soft/ hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering , stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge.
Providing and laying cement concrete 1:3:6 ( One cement : three sand : six graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in
Providing and laying cement concrete 1:1½:3 (1cement :1½sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
Foundation footing bases of columns and the like mass concrete.
Vertical Surface such as wall ( 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.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in situ reinforced concrete and plain concrete work in:-
Vertical surfaces such as walls ( any thickness) portions and the like including attached pilasters buttresses, plinth and string courses and the like in all leads and lifts.
Suspended floor roofs landing shelves and their supports balconies beams,girders, bressumers and cantilevers upto floor two level.
Providing in RCC smooth finishing of the exposed surface with cement moro 1:3 ( 1 cement:3 samd)
Providing and laying cement concrete 1:1½:3 (1cement :1½sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
Suspended floors,roofs,landings.etc.upto floor two level
Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level.
Steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in grating framed guard bars ladders, railing bracket and similr work complete in all respect as per direcion of Engineer in charge.
Laying ,jointing and testing in trenches galvanised mild steel tube fittings of light grade screwed and socketted complete with tube fittings such as bends,tees,air valves, etc. of following dia complete as per direction and to the entire satisfaction of Engineer-in charge.
80 mm dia
80 mm dia
Providing & Fixing double flanged cast iron sluice valve following dia class P.N. 1.06 of Leader/ Kirloskar/Bir make class PN 1.0 As per BIS:- 1868-1971 with Standing seat pressure of 10.20 Kg Km/cm2 table- 5 as per IS 6392:1971 nuts and bolts, gasket sheet not less than 3 mm thickness etc. complete in all respect in all leads and lifts. for section site section side.
80 mm dia
80 mm dia
Providing & Fixing of Man hole cover (size 680X680) with M.S sheet 2.00 mm thick with hinges on MS. angle iron frame 32x32x3mm supporting with 25x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx125mm i/c cost of welding charges,carriage fixing and applying priming coat and locking arrangement complete in all respect as per entired satisfiction of engineer in charge.
Ssumit Sharma (BID ID -540028)
kuiper tech private limited (BID ID -540018)
Dinesh Kumar (BID ID -539702)
DHARAM PAL THAKUR (BID ID -538115)
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