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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹95.2 LAccepted-Finance | ₹95.2 L | H1 | Accepted-Finance Qualified. |
| 2 | H2₹79.8 L−₹15.4 L (16.2%)Accepted-Finance | ₹79.8 L−₹15.4 L (16.2%) | H2 | Accepted-Finance Qualified. |
| 3 | H3₹79.0 L−₹16.2 L (17.0%)Accepted-Finance DHALIWAL | JALANDHAR | PUNJAB | 144001 | ₹79.0 L−₹16.2 L (17.0%) | H3 | Accepted-Finance Qualified. |
| 4 | H4₹71.1 L−₹24.1 L (25.3%)Accepted-Finance CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | ₹71.1 L−₹24.1 L (25.3%) | H4 | Accepted-Finance Qualified. |
| 5 | H5₹70.5 L−₹24.7 L (26.0%)Accepted-Finance | ₹70.5 L−₹24.7 L (26.0%) | H5 | Accepted-Finance Qualified. |
Tender Value
₹1.1 Cr
EMD Value
₹1.4 L
Closing Date
23 Jul 2025, 10:30 amClosed
Chief Executive Officer HPAFMS
Directorate of Fisheries Matsya Bhawan Bilaspur H.P.
Infrastructure facilities for Establishment of Rainbow Trout Brood Bank at Trout Fish Farm Patlikuhal Distt. Kullu HP SH Construction of 20 No Brood rearing raceways unit size 17mx2mx1.50m Trout Brood Bank at Trout Fish Farm Patlikuhal Distt Kullu HP
2025_HAFMS_109704_1
2025_HPAFMS_1926_1
Open Tender
Civil Works
Item Rate
270 days
Patlikuhal Distt. Kullu H.P.
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
Chief Executive Officer HPAFMS
₹1.4 L
1 Aug 2025
8 Jul 2025
23 Jul 2025
8 Jul 2025
23 Jul 2025
8 Jul 2025
Amount
Infrastructure facilities for Establishment of Rainbow Trout Brood Bank at Trout Fish Farm Patlikuhal Distt. Kullu H.P. (SH:- Construction of 20 No, Brood rearing raceways unit size 17mx 2mx1.50m Trout Brood Bank at Trout Fish Farm Patalikulah Distt. Kullu H.P.)
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift upto all depth, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all lead .including de-watering and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge .Any loss to the public and private property during the course of execution and disposal of unserviceable materials shall be absolute responsibility of the contractor which shall have to be duly compensated by the contractor to full extent in all respects in all cases as per direction of the Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc including dewatering works and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge .
Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Edges of slabs and breaks in floors and walls Under 20 cm wide as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (one cement : four coarse sand :eight graded stone aggregate 40 mm (forty millimetre) nominal size as per the directions of the Engineer-in-charge including dewatering works and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20 mm (twenty millimetre) nominal size including dewatering and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals.
Boulder filling dry hand packed tightly as in solling under floors including carriage of material with in all leads and lifts in all heights per direction of Engineer-in-Charge and other incidentals.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars including anchoring with jeck hammber by compressor dewatering,river training works and carriage of material with in all leads and lifts as directed by the Engineer-in-Charge and other incidentals.
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts per direction of Engineer-in-Charge and other incidentals.
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return bwall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 including dewatering and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals.
Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws 2nd class deodar wood including carriage of material within all leads and lifts and other incidentals.
Providing and fixing wooden plank ceiling with tongued and grooved jointing and wood screws (frame work and cover fillets to be measured and paid for separately) 50 mm thick 2nd class deodar wood including carriage of material within all leads and lifts and other incidentals.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including carriage of material within all leads and lifts and other incidentals.
Providing and fixing to wall ceiling and floor galvanised mild steel tubes (medium grade) tube fitting and clamps including making good the wall, ceiling and floor 80 mm nominal bore including carriage of material within all leads and lifts and other incidentals.
Providing flanged joints to double flanged G.I./ D.I. pipes and specials, including testing of joints 80 mm diameter pipe including carriage of material within all leads and lifts and other incidentals.
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm dia including carriage of material within all leads and lifts and other incidentals.
P/F to wall ceiling and floor galvanised mild steel tubes (medium grade) tube fitting and clamps including making good the wall, ceiling and floor 150 mm nominal bore including carriage of material within all leads and lifts and other incidentals.
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 150 mm diameter including carriage of material within all leads and lifts and other incidentals.
Providing flanged joints to double flanged G.I./ D.I. pipes and specials, including testing of joints 150 mm diameter pipe including carriage of material within all leads and lifts and other incidentals.
Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with Oring sealing gasket of EPDM material of providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming toJWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material Reducing TEE for 150mm x 80mm dia pipe of required dia as per dirction of Engineer-in-charge. including carriage of material within all leads and lifts and other incidentals.
Removing and stacking of serviciable expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within all leads and lift as directed by engineer in charge including carriage of material within all leads and lifts and other incidentals.
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Pankaj Thakur contractor (BID ID -537571)
YASH PAL (BID ID -537415)
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