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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC BANGALI BASTI MANENDRAGARH CHHATTISGARH 497 442 | MANENDRAGARH | MANENDRAGARH CHIRMIRI BHARATPUR | CHHATTISGARH | 497442 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical 497339 | KOREA | CHHATTISGARH | 497339 | - | Rejected-Technical Technically Rejected | |
| 3 | Rejected-Technical H NO 52 CENTRAL SCHOOL KE PAAS RAMPUR POST BAIKUNTHPUR DISTRICT KORIA CHHATTISGARH PIN 497335 | KOREA | CHHATTISGARH | 497335 | - | Rejected-Technical Technically Rejected | |
| 4 | Rejected-Technical VILL PANDAVPARA POST PATNA BAIKUNTHPUR CHHATTISGARH 497331 | BAIKUNTHPUR | KOREA | CHHATTISGARH | 497331 | - | Rejected-Technical Technically Rejected |
Tender Value
₹33.7 L
EMD Value
₹42,200
Closing Date
27 Apr 2024, 5:00 pmClosed
SO (Civil) SECL Baikunthpur Area
SO (Civil) SECL Baikunthpur Area
Providing and fixing G.I. pipe from STP to various locations in Jhilimili Sub Area of Baikunthpur Area
2024_SECL_306637_1
SECL /BKP/ DGM(C) / e-T / 02
Open Tender
Civil Works - Others
Item Rate
90 days
Jhilimili
Please refer Tender documents.
3 documents required · 3 mandatory
₹42,200
3 Jul 2024
17 Apr 2024
29 Apr 2024
18 Apr 2024
27 Apr 2024
18 Apr 2024
17 Apr 2024 - 22 Apr 2024
Amount
Item Description/ Heading
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
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 upto 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.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
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, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
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.
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 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 (5.5x 55 mm) 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.
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
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
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 50 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore
Total impact of GST for the purpose of CTC
ARUN KUMAR JAISWAL
RAVINANDAN TIWARI
rakesh prasad
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_317751.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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