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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC THACHAMBRAMTH HOUSE KOLATHUR P O EDAPPAL | KOLATHUR | MALAPPURAM | KERALA | L1 | Accepted-AOC WO ISSUED | |
| 2 | Rejected-Technical | - | Rejected-Technical WO ISSUED | |
| 3 | Rejected-Technical | - | Rejected-Technical WO ISSUED |
| Sl No | Description | Qty | Unit | DILEESH TP L1 | RAMESH L3 | ANILKUMAR M L2 |
|---|---|---|---|---|---|---|
| 1.00APPENDIX A | ||||||
| 1.01 | 15.44.2
Dismantling G.I. pipes ( external work) including excavation and refilling trenches
after taking out the pipes, manually / by mechanical means including stacking of
pipes within 50 metres lead as per direction of Engineer- in- Charges:Above 40 mm
nominal bore | 33 | metre | 133 ₹4,389 Lowest | 150 ₹4,950 | 138.25 ₹4,562.25 |
| 1.02 | OD88492/2025-2026
Providing Front end loder 1cum bucket capacity (Incl POL) | 5 | hour | 998 ₹4,990 Lowest | 1,200 ₹6,000 | 1,790.58 ₹8,952.9 |
| 1.03 | 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 1.34 | cum | 204 ₹274.18 Lowest | 250 ₹336 | 211.55 ₹284.32 |
| 1.04 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 10.98 | sqm | 312 ₹3,425.76 Lowest | 350 ₹3,843 | 317.09 ₹3,481.65 |
| 1.05 | 4.1.3
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse
sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm
nominal size derived from natural sources) | 1.72 | cum | 729 ₹1,255.34 Lowest | 8,483 ₹14,607.73 | 7,584.17 ₹13,059.94 |
| 1.06 | 4.1.5
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) | 9.6 | cum | 6,857 ₹65,827.2 | 7,000 ₹67,200 | 6,538.21 ₹62,766.82 Lowest |
| 1.07 | OD89622/2025-2026
Providing and fixing Departmental G.I. pipes complete with G.I. fittings (Cost of
fittings to be paid separately) <br> External work - 80 mm nominal dia | 24.75 | metre | 130 ₹3,217.5 | 100 ₹2,475 | 89.61 ₹2,217.85 Lowest |
| 1.08 | 51.18.12.8
Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid
separately) External work - 80 mm nominal dia | 58.75 | metre | 954 ₹56,047.5 | 800 ₹47,000 Lowest | 829.15 ₹48,712.56 |
| 1.09 | 10.2
Structural steel work riveted, bolted or welded in built up sections, trusses and framed
work, including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete. | 39.56 | kg | 111 ₹4,391.6 Lowest | 130 ₹5,143.32 | 115.29 ₹4,561.33 |
Tender Value
Refer Docs
EMD Value
₹14,615
Closing Date
2 Aug 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
GURUVAYUR DEVASWOM OFFICE,GURUVAYUR
CONSTRUCTION OF TEMPORARY SHED NEAR A1,A2 SHED AT VENGAD GOKULAM.
2025_GD_778543_1
E6-3337/2025
Open Tender
Civil Works - Others
Item Rate
180 days
GURUVAYUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,523
₹14,615
28 Oct 2025
23 Jul 2025
5 Aug 2025
23 Jul 2025
2 Aug 2025
23 Jul 2025
Amount
APPENDIX A
15.44.2 Dismantling G.I. pipes ( external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges:Above 40 mm nominal bore
OD88492/2025-2026 Providing Front end loder 1cum bucket capacity (Incl POL)
2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
OD89622/2025-2026 Providing and fixing Departmental G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 80 mm nominal dia
51.18.12.8 Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 80 mm nominal dia
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
50.10.1 Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2 Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD91150/2025-2026 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.350 mm (+0.05%), total coated thickness with 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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.99.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
ANILKUMAR M (BID ID -2269704)
RAMESH (BID ID -2271256)
Bidder Name
DILEESH TP
RAMESH
ANILKUMAR M
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