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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹43.6 LAccepted-AOC BHAGWAN NIWAS WARD NO 30 DADARKHURD DADAR NALLA KORBA CG 495677 | KORBA | CHHATTISGARH | 495677 | ₹43.6 L | L-1 | Accepted-AOC Due to L-1 bidder |
| 2 | L-2₹47.1 L+₹3.4 L (7.87%)Rejected-Finance AT SAMALEI VIHAR PANCHGACHHIA PO BARAIPAH | ₹47.1 L+₹3.4 L (7.87%) | L-2 | Rejected-Finance Due to L-2 bidder |
| 3 | L-3₹48.0 L+₹4.4 L (10.0%)Rejected-Finance | ₹48.0 L+₹4.4 L (10.0%) | L-3 | Rejected-Finance Due to L-3 bidder |
| 4 | L-4₹49.3 L+₹5.6 L (12.9%)Rejected-Finance 120 RAMAYAN KOSABADI KORBA DIST KORBA CG | GAURELLA PENDRA MARWAHI | CHHATTISGARH | 495119 | ₹49.3 L+₹5.6 L (12.9%) | L-4 | Rejected-Finance Due to L-4 bidder |
| 5 | L-5₹51.7 L+₹8.0 L (18.3%)Rejected-Finance BHAIROTAL SURAKACHHAR TEH KATGHORA KORBA CHHATTISGARH 495454 | KORBA | KORBA | CHHATTISGARH | 495454 | ₹51.7 L+₹8.0 L (18.3%) | L-5 | Rejected-Finance Due to L-5 bidder |
Tender Value
₹81.1 L
EMD Value
₹1.0 L
Closing Date
23 Oct 2023, 5:00 pmClosed
GM CIVIL GEVRA AREA
Office of the General Manager , SECL, Gevra Area, PO Gevra Project, Distt.- Korba (CG)Contact No. 9425534065
Providing Pachri Ghat including deepening of ponds and Construction of shed and Boundary wall at Muktidham / Cremation Centre at Batari Village under CSR Head of Gevra Area
2023_SECL_290412_1
SECL/GA/GM(C)/ETN/23-24/81 dtd. 04.08.2023
Open Tender
Civil Works - Others
Item Rate
120 days
Gevra Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.0 L
16 Dec 2023
7 Oct 2023
25 Oct 2023
7 Oct 2023
23 Oct 2023
8 Oct 2023
7 Oct 2023 - 16 Oct 2023
Amount
Part(A) Pachri Ghat
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.
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 40 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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
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
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
Part(B) Mukti Dham
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.
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
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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Brick work in cement mortar 1:6 (1 Cement 6 coarse sand) with fly ash bricks of size 230x110x70 mm and having crushing strength of 75Kg/sqm to 100kg/sqm as per specification in foundation and plinth level.
Brick work in cement mortar 1:6 (1 Cement 6 coarse sand) with fly ash bricks of size 230x110x70 mm and having crushing strength of 75Kg/sqm to 100kg/sqm as per specification in super structure above plinth level up to floor V level
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
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
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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.
White washing with lime to give an even shade : New work (three or more coats)
Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Total impact of GST for the purpose of CTC
NARENDRA KUMAR SINGH
M/S H.K.AGRAWAL
Ms SHARMA CONSTRUCTION
M/S GOYAL GROUP
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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