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Tender ID
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₹1.2 LAccepted-AOC CHOUKI MOHALA PO PARASIA DISTT CHHINDWARA M P | PARASIA | CHHINDWARA | MADHYA PRADESH | L1 | Accepted-AOC Bidder is L1 and has quoted lowest item rates overall | |
| 2 | L2₹12.4 L+₹22,331.50 (1.83%)Rejected-Finance WARD NO 14 KHAMRAJETHU KHIRSADOH PARASIA | PARASIA | CHHINDWARA | MADHYA PRADESH | 480441 | L2 | Rejected-Finance Quoted higher rate | |
| 3 | L3₹12.6 L+₹39,780.16 (3.26%)Rejected-Finance BARKUHI POST CHANDAMETTA DISTT CHHINDWARA MP | BARKUHI | CHHINDWARA | MADHYA PRADESH | 480447 | L3 | Rejected-Finance Quoted higher rate | |
| 4 | L4₹14.3 L+₹2.1 L (17.0%)Rejected-Finance EKLEHARA COLONY PO EKLEHARA DISTT CHHINDWARA M P | L4 | Rejected-Finance Quoted higher rate |
Tender Value
₹23.8 L
EMD Value
₹29,900
Closing Date
28 May 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Staff Officer (Civil), Pench Area
Staff Officer (Civil), AGM Office, Pench Area, P.O. Parasia, Dist. Chhindwara (M.P.) 480441
Repair and maintenance of RWS Building and Area Store Building under Area Unit Pench Area.
2025_WCL_335632_1
pe3350-civ-s-e014-2025-26
Open Tender
Civil Works - Others
Item Rate
60 days
PENCH AREA
As Per NIT
3 documents required · 3 mandatory
₹29,900
5 Jul 2025
17 May 2025
29 May 2025
17 May 2025
28 May 2025
18 May 2025
17 May 2025 - 22 May 2025
Amount
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- charge.
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)
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)
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, for all lift, 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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended foors, 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. Cold twisted bars
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
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.
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) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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.
Providing and fixing plain multipurpose cement board (Hight pressure steam cured) with suitable screws for cement article board in ceiling etc. complete (frame work to be paid seperatately). 6 mm thick Cement bonded wood particle board as per IS:14276
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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 using self drilling/ self tapping screws cmplete: Ridges plain (500 - 600mm)
Provding and fixing 6mm AC sheet all complete as per the direction of engineer in charge.
Total impact of GST for the purpose of CTC
ASHAD INTERPRISES (BID ID -1156321)
GUL MOHAMMAD (BID ID -1154247)
M/S KGN CONSTRUCTION (BID ID -1155825)
techsummary_347926.pdf
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finsummary_347926.pdf
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AwardletterRajkumarMahoreC2742.pdf
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BOQ Comparative Chart
xlsx • 0.01 MB
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