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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC NO PW NBD CB TENDER 2024 TO | ₹3.3 L | L1 | Accepted-AOC Award |
| 2 | L2₹3.3 LRejected-Finance MANDI DIVISION NO II HP PWD MANDI | MANDI | HIMACHAL PRADESH | 175001 | ₹3.3 L | L2 | Rejected-Finance Lowest 2 |
| 3 | L3₹3.4 LRejected-Finance | ₹3.4 L | L3 | Rejected-Finance Lowest 3 |
| 4 | L4₹3.4 LRejected-Finance | ₹3.4 L | L4 | Rejected-Finance Lowest 4 |
| 5 | l5₹3.7 LRejected-Finance R O VILL P O NAGROTA BAGWAN TEHSIL NAGROTA BAGWAN DISTT KANGRA | KANGRA | HIMACHAL PRADESH | 176001 | ₹3.7 L | l5 | Rejected-Finance Lowest 5 |
Tender Value
₹3.7 L
EMD Value
₹7,500
Closing Date
30 Jan 2026, 10:00 amClosed
Executive Engineer
EE HP PWD Division Tanda at Nagrota Bagwan
Construction of Animal Health centre at Barana/Veterinary Hospital in District kangra (HP) (Deposit work) (SH-Construction of Boundary wall with gate)
2026_PWD_126541_2
Nagrota 23.01.2026
Open Tender
Civil Works
120 days
Nagrota Bagwan
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
₹7,500
10 Feb 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
30 Jan 2026
23 Jan 2026
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within a any lead as directed by the Engineer-in-charge, within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depth of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in Foundation footings, bases of columns and mass concrete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, entire satisfaction and as directed by the Engineer-in-charge.
Providing form work with steel plates of 3.15mm (Three decimal one five millimetres) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimetres), so as to give a fair finish including centring, shuttering strutting and propping etcetera, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns, pillar, piers, abutments, post and struts including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level cement concrete 1:4:8 (One cement; four sand; eight graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size mechanically mixed and curing complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm (One hundred fifty millimetre/ two hundred thirty millimetre/ three hundred millimetre) thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately) complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
Providing and laying cement concrete work of grade M-20 (M- twenty) design mix to obtain the minimum compressive strength of 20N/mm square (Twenty Newton per square millimetre) with cement contents not less than 320 kg (Three hundred twenty kilograms) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in columns, pillars posts and struts for all floors heights complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level cement concrete 1:1.5:3 (One cement; one point five sand; three graded broken/crushed stone aggregate 20mm (Twenty millimetres) nominal size, excluding cost of centering, shuttering, finishing and reinforcement complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design, specifications and as directed by the Engineer-in-charge.
Providing Tor steel reinforcement of Thermo Mechanically Treated bars of grade Fe-500D of Tata Tiscon/Sail for reinforced cement concrete work including bending, binding, cutting, straightening and placing in position complete including cost of binding wires complete upto all floor levels as per approved specifications, drawing, design, as per entire satsfaction of the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals.
Structural steel work of Tata / Sail / Reliance / Jindal riveted, bolted or welded in built up tubular (round, square or rectangular hollow tubes trusses etcetra including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
Providing and fixing 300x16mm (Three hundred into Sixteen millimetres) size aluminium Pilot/sheel sliding door bolts anodized transparent or dyed to required colour and shade with necessary screws etcetera including carriage of material within all leads, lifts and other. incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
Providing and fixing 250x16mm (Two hundred fifty into Sixteen millimetres) size aluminium Pilot/sheel sliding door bolts anodized transparent or dyed to required colour and shade with necessary screws etcetera including carriage of material within all leads, lifts and other. incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
Providing and fixing 125mm (One hundred twenty five millimetres) nominal size M.S. Pilot/sheel handles to required colour or shade with necessary screws etcetra complete including carriage of material within all leads, lifts and other incidentals as per specifications, approved drawing, design and as directed by the Engineer-in-charge.
15mm (Fifteen millimetre) thick cement plasters in single coat on rough side of single or half brick/concrete/stone walls for interior plastering upto all floor level including arises, internal rounded angles, chamfers or rounded angles not exceeding 80mm (Eighty millimetres) in girth and finished even and smooth witth cement mortar 1:4 (One cement : four sand) above plinth level to floor all level complete including carriage of material with in all leads, lifts and other incidentals as per drawing, design and specifications, as per the direction and entire satisfaction of Engineer-in-Charge.
Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm complete as per architectural drawings including carriage of material within all leads, lifts and other incidentals, as per approved specifications drawing, design and as directed by the Engineer-in-charge.
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm (Zero point ninety litre per ten square metre) over an under coat of primer applied @ 0.80 ltr/ 10 sqm (Zero point eighty litre per ten square metre) of approved brand and manufacture complete upto all floor level complete including carriage of material with in all leads, lifts and other incidentals as per drawing, design and specifications, as per the direction and entire satisfaction of Engineer-in-Charge.
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