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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC 24B TARSEM COLONEY GREEN ENCLAVE JASSIAN ROAD LUDHIANA LUDHIANA PUNJAB 141001 | LUDHIANA | PUNJAB | 141001 | L1 | Accepted-AOC Being L1 the bid has been considered and awarded accordingly. | |
| 2 | L2₹2.6 L+₹8,587 (3.46%)Rejected-Finance VILL RAKRIAL PO JHANIARA TEHSIL DISTT HAMIRPUR HP | L2 | Rejected-Finance Being L2, the bid has been cancelled | |
| 3 | L3₹2.8 L+₹34,892.95 (14.1%)Rejected-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | L3 | Rejected-Finance Being L3, the bid has been cancelled | |
| 4 | L4₹2.9 L+₹41,416.70 (16.7%)Rejected-Finance GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | L4 | Rejected-Finance Being L4, the bid has been cancelled | |
| 5 | L5₹3.1 L+₹64,420.90 (25.9%)Rejected-Finance HIMACHAL PRADESH HP | L5 | Rejected-Finance Being L5, the bid has been cancelled |
| Sl No | Description | Qty | Unit | KAUSHAL TRADING CO L1 | SHUBHAM KUMAR L5 | Pawas Soni L2 | CHIRAG SHARMA L3 | VINOD KUMAR L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m inwidth as well as 10 sqm on plan including getting out and disposal of excavated earthupto 50 m and lift upto 1.5 m, as directed Engineer-in- Charge: | 7.52 | Cum | 300 ₹2,256 | 200 ₹1,504 Lowest | 250 ₹1,880 | 295 ₹2,218.4 | 200 ₹1,504 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) | 4.14 | Cum | 5,750 ₹23,805 | 6,500 ₹26,910 | 6,200 ₹25,668 | 7,250 ₹30,015 | 5,600 ₹23,184 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:4:8(1 cement : 4oarse sand) : 8graded stone aggregate 20 mm nominal size) | 1.22 | Cum | 4,800 ₹5,856 | 5,500 ₹6,710 | 4,000 ₹4,880 Lowest | 6,200 ₹7,564 | 4,200 ₹5,124 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form workfor : in suspended floors | 17.91 | Sqm | 250 ₹4,477.5 | 500 ₹8,955 | 200 ₹3,582 Lowest | 375 ₹6,716.25 | 350 ₹6,268.5 |
| 5.00 | Demolishing brick work manually/ by mechanical means including stackingof serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge.In cement mortar | 10.18 | Cum | 900 ₹9,162 | 1,100 ₹11,198 | 800 ₹8,144 | 880 ₹8,958.4 | 700 ₹7,126 Lowest |
| 6.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level. | 50.47 | Sqm | 550 ₹27,758.5 Lowest | 1,000 ₹50,470 | 900 ₹45,423 | 785 ₹39,618.95 | 800 ₹40,376 |
| 7.00 | Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 33 andIS: 1285, fixing with dash fasteners of required dia and size, includingnecessary filling up the gaps at junctions, i.e. at top, bottom and sides withrequired EPDM rubber/ neoprene gasket etc. Aluminium sections shall besmooth, rust free, straight, mitred and jointed mechanically whereverrequired including cleat angle, Aluminium snap beading for glazing /paneling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-charge. (Glazing,paneling and dash fasteners to be paid for separately) : | 51.43 | Kg | 550 ₹28,286.5 | 550 ₹28,286.5 | 470 ₹24,172.1 Lowest | 495 ₹25,457.85 | 490 ₹25,200.7 |
| 8.00 | For shutters of doors, windows & ventilators including providing andfixing hinges/ pivots and making provision for fixing of fittings whereverrequired including the cost of EPDM rubber / neoprene gasket required
(Fittings shall be paid for separately) | 78.62 | Kg | 600 ₹47,172 | 575 ₹45,206.5 | 470 ₹36,951.4 Lowest | 520 ₹40,882.4 | 850 ₹66,827 |
| 9.00 | Providing and fixing in position collapsible steel shutters with vertical channels20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top andbottom rail of T-iron 40x40x6 mm, with 40 mm dia steel ulleys, complete withbolts, nuts, locking arrangement, stoppers, handles, including applying a primingcoat of approved steel primer(Gate for Diesel Genretor Room ) | 11.28 | Sqm | 4,750 ₹53,580 Lowest | 8,000 ₹90,240 | 5,500 ₹62,040 | 6,390 ₹72,079.2 | 7,000 ₹78,960 |
| 10.00 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A, including jointing with seal ring conformingto IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketedpipes.110 mm diameter/Drainage PVC Pipe 4kg/Sq Cm Pressure | 60 | Rmt | 330 ₹19,800 | 250 ₹15,000 | 300 ₹18,000 | 305 ₹18,300 | 150 ₹9,000 Lowest |
Tender Value
₹2.6 L
EMD Value
₹5,200
Closing Date
13 Aug 2025, 5:00 pmClosed
Sub Divisional Soil Conservation Officer
O/o Sub Divisional Soil Conservation Officer, Hamirpur
Construction of Residual testing Lab in Second Floor Near the DDA office Hamirpur HP. Distt. Hamirpur HP.
2025_DoA_111356_1
No. Ag. HMR (SC)-COR-DB-2025-26
Open Tender
Civil Works - Buildings
Item Rate
Agriculture complex Hamirpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Sub Divisional Soil Conservation Officer
₹5,200
17 Sept 2025
31 Jul 2025
14 Aug 2025
31 Jul 2025
13 Aug 2025
31 Jul 2025
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m inwidth as well as 10 sqm on plan including getting out and disposal of excavated earthupto 50 m and lift upto 1.5 m, as directed Engineer-in- Charge:
Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level :1:4:8(1 cement : 4oarse sand) : 8graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form workfor : in suspended floors
Demolishing brick work manually/ by mechanical means including stackingof serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge.In cement mortar
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level.
Providing and fixing aluminium work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 33 andIS: 1285, fixing with dash fasteners of required dia and size, includingnecessary filling up the gaps at junctions, i.e. at top, bottom and sides withrequired EPDM rubber/ neoprene gasket etc. Aluminium sections shall besmooth, rust free, straight, mitred and jointed mechanically whereverrequired including cleat angle, Aluminium snap beading for glazing /paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing,paneling and dash fasteners to be paid for separately) :
For shutters of doors, windows & ventilators including providing andfixing hinges/ pivots and making provision for fixing of fittings whereverrequired including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
Providing and fixing in position collapsible steel shutters with vertical channels20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top andbottom rail of T-iron 40x40x6 mm, with 40 mm dia steel ulleys, complete withbolts, nuts, locking arrangement, stoppers, handles, including applying a primingcoat of approved steel primer(Gate for Diesel Genretor Room )
Providing and fixing on wall face unplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A, including jointing with seal ring conformingto IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketedpipes.110 mm diameter/Drainage PVC Pipe 4kg/Sq Cm Pressure
20 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)
Pawas Soni (BID ID -543555)
CHIRAG SHARMA (BID ID -543754)
VINOD KUMAR (BID ID -543928)
SHUBHAM KUMAR (BID ID -544109)
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