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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC Agreement Execute | |
| 2 | L2₹5.1 L+₹24,095.39 (4.93%)Rejected-Finance | L2 | Rejected-Finance High value |
| Sl No | Description | Qty | Unit | rahul koshy L2 | JOICE JOSE L1 |
|---|---|---|---|---|---|
| 1.00Extension of campshed | |||||
| 1.00 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.All kinds of soil | 33.52 | cum | 415 ₹13,912.88 | 363 ₹12,169.58 Lowest |
| 1.00 | 60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 7.09 | cum | 4,592 ₹32,548.1 | 4,332 ₹30,705.22 Lowest |
| 1.00 | 5.1.3
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 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size derived from natural sources) | 1.34 | cum | 11,460 ₹15,402.24 | 10,909 ₹14,661.7 Lowest |
| 1.00 | 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc. | 2.62 | sqm | 966 ₹2,535.75 | 918 ₹2,409.75 Lowest |
| 1.00 | 5.22.1
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing
in position and binding all complete upto plinth levelMild steel and Medium Tensile
steel bars | 140 | kg | 129 ₹18,060 | 121 ₹16,940 Lowest |
| 1.01 | 10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses10.16.1
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses | 771.62 | kg | 224 ₹1,72,842.43 | 212 ₹1,63,583.02 Lowest |
| 1.01 | 4.1.10
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5coarse sand (zone-III) derived from natural sources : 10 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1.25 | cum | 8,726 ₹10,907.5 | 8,307 ₹10,383.75 Lowest |
| 1.01 | 26.49.1
Providing and fixing in position factory made EPS cement sandwich wall/roof/
floor light weight solid core panels made of core material of EPS granule balls/
beads (conforming to IS 4671:1984 and shall have density not less than 15kg
per cum) adhesive, cement, sand, flyash and other bonding material in mortar
state processed to form in a preset mould. The outer face on both sides of the
panels will be non asbestos fiber cement board confirming to IS 14862:2000 or
Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel
shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with
chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into
'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/
column/beam etc. The panel shall fixed vertically with tongue and groove joint
and horizontally locked with steel bar between each other and floors and filled
with cement mortar and adhesive. Panels should be used as floor & roofing
with additional structural support, steel or RCC depending upon the design.
All the operation shall be completed in all respect as per drawings,
Manufacturers specifications and under the overall direction of Engineer-inCharge
(Cost of all the material is included except "C channel" which will be
paid seperately).
Non load bearing panels 50mm thick of required size | 116.5 | sqm | 1,705 ₹1,98,632.5 | 1,662 ₹1,93,623 Lowest |
| 1.01 | 12.51.1
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm
(+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in
240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and
polyester top coat 15-18 microns using self drilling/ self tapping screwscomplete
:Ridges plain (500-600 mm) | 15 | m | 650 ₹9,750 | 618 ₹9,270 Lowest |
Tender Value
₹4.4 L
EMD Value
₹11,100
Closing Date
13 Nov 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
WILDLIFE WARDEN,MUNNAR
WILDLIFE WARDEN,MUNNAR
Cost of Extension of Vannamthura P and C at vannamthura in Chinnar Wildlife Sanctuary during 2025 -2026
2025_FD_819152_1
Retender-31/2025-26
Open Tender
Civil Works - Buildings
Item Rate
90 days
Chinnar
Please refer Tender documents.
6 documents required · 6 mandatory
₹888
Yes
₹11,100
Yes
29 Jan 2026
5 Nov 2025
15 Nov 2025
5 Nov 2025
13 Nov 2025
5 Nov 2025
5 Nov 2025 - 13 Nov 2025
Amount
Extension of campshed
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
5.1.3 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 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.1 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses
4.1.10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
26.49.1 Providing and fixing in position factory made EPS cement sandwich wall/roof/ floor light weight solid core panels made of core material of EPS granule balls/ beads (conforming to IS 4671:1984 and shall have density not less than 15kg per cum) adhesive, cement, sand, flyash and other bonding material in mortar state processed to form in a preset mould. The outer face on both sides of the panels will be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm thick MS plate screwed/fastenened to the slab/ column/beam etc. The panel shall fixed vertically with tongue and groove joint and horizontally locked with steel bar between each other and floors and filled with cement mortar and adhesive. Panels should be used as floor & roofing with additional structural support, steel or RCC depending upon the design. All the operation shall be completed in all respect as per drawings, Manufacturers specifications and under the overall direction of Engineer-inCharge (Cost of all the material is included except "C channel" which will be paid seperately). Non load bearing panels 50mm thick of required size
12.51.1 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)
14.40.2 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.100x70x4 mm (ordinary type)
50.9.15.2 Supplying and fixing 300 mm Aluminium aldrop
9.63.1 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barreltype) with necessary screws etc. complete : (Copper oxidized as per IS : 1378)250x10 mm
21.3.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness (weight not less than 12.50 kg/sqm)
LS Amount for Electronics works
rahul koshy (BID ID -2436776)
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