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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹77.2 LAccepted-AOC | ₹77.2 L | L1 | Accepted-AOC Bidder is L1 and has quoted lowest |
| 2 | L2₹80.5 L+₹3.3 L (4.26%)Rejected-Finance EKLEHARA COLONY PO EKLEHARA DISTT CHHINDWARA M P | ₹80.5 L+₹3.3 L (4.26%) | L2 | Rejected-Finance Bidder is Quoted Higher Rate |
| 3 | L3₹82.0 L+₹4.8 L (6.23%)Rejected-Finance | ₹82.0 L+₹4.8 L (6.23%) | L3 | Rejected-Finance Bidder is Quoted Higher Rate |
| 4 | L4₹82.5 L+₹5.3 L (6.89%)Rejected-Finance WARD NO 48 SHANKAR NAGAR PARTALA CHHINDWARA POST PARTALA DISTRICT CHHINDWARA M P | CHHINDWARA | CHHINDWARA | MADHYA PRADESH | ₹82.5 L+₹5.3 L (6.89%) | L4 | Rejected-Finance Bidder is Quoted Higher Rate |
| 5 | L5₹1.0 Cr+₹24.9 L (32.3%)Rejected-Finance HOUSE NO 116 WARD NO 1 VILLAGE JATA CHHAPAR CHHINDWARA MADHYA PRADESH | ₹1.0 Cr+₹24.9 L (32.3%) | L5 | Rejected-Finance Bidder is Quoted Higher Rate |
Tender Value
₹1.5 Cr
EMD Value
₹1.8 L
Closing Date
5 Jun 2024, 6:30 pmClosed
Staff Officer (Civil), Pench Area
Staff Officer (Civil), AGM Office, Pench Area, P.O. Parasia, Dist. Chhindwara (M.P.) 480441
Barbed wire fencing around the Shafts, Inclines, dump and Pit of the mines closed before 2009 (Bhamori, Haranbhatta and Others)in compliance of approved MCP along with closing of shafts/ inclines under RWA-CDA and Newton Sub Area under Pench Area.
2024_WCL_308406_1
pe3350-civ-s-e008-2024-25
Open Tender
Civil Works - Others
Item Rate
120 days
PENCH AREA
As Per NIT
5 documents required · 5 mandatory
₹1.8 L
8 Jul 2024
17 May 2024
7 Jun 2024
17 May 2024
5 Jun 2024
17 May 2024
17 May 2024 - 24 May 2024
Amount
Earthwork 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.
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).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level : 1 : 2 : 4 (1cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (cost of earthworks in excavation, concrete works in foundation to be paid separately).
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire.
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 :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
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).
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.
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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
Carriage of materials by mechanical transport including loading, unloading and stacking : Lime , moorum, building rubbish. Lead 1Km
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.
Misc. work like eacavation dismantling building disposal of material all complete by supplying JCB or equivalant machinery as per the direction of engineeer in charge.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement: 1.5 coarse sand (zone- III) including manufactured sand derived from Recycled concrete aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled concrete aggregate (RCA) upto 25%).
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Total impact of GST for the purpose of CTC
M/S KGN CONSTRUCTION
JAMEEL KHAN CONTRACTOR
MEER CONSTRUCTION
Suryawanshi Construction
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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