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Tender For Construction Of Ms Gate , Boundary Wall , Approach Road And Cement Concrete Work - Zone 2 Ke Antargat Zonal Office Mutthiganj Ka Mukhya Pravesh Dwar Par Ms Gate Nirman Rcc Boundry Wall Nirman Evam Aproch Road Par Cc Dalne Ka Karya, Prayagraj-Uttar Pradesh

Allahabad Municipal Corporation has published Tender For Construction Of Ms Gate , Boundary Wall , Approach Road And Cement Concrete Work - Zone 2 Ke Antargat Zonal Office Mutthiganj Ka Mukhya Pravesh Dwar Par Ms Gate Nirman Rcc Boundry Wall Nirman Evam Aproch Road Par Cc Dalne Ka Karya. Submission Date for this Tender is 07-03-2024. Road Work Tenders in Prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42598790
Tender For Construction Of Ms Gate , Boundary Wall , Approach Road And Cement Concrete Work - Zone 2 Ke Antargat Zonal Office Mutthiganj Ka Mukhya Pravesh Dwar Par Ms Gate Nirman Rcc Boundry Wall Nirman Evam Aproch Road Par Cc Dalne Ka Karya
Open Tender
Indian
Uttar Pradesh
Prayagraj
07-03-2024

Tender Details

Tender For Construction Of Ms Gate , Boundary Wall , Approach Road And Cement Concrete Work - Zone 2 Ke Antargat Zonal Office Mutthiganj Ka Mukhya Pravesh Dwar Par Ms Gate Nirman Rcc Boundry Wall Nirman Evam Aproch Road Par Cc Dalne Ka Karya

Key Value

Document Fees
INR 1534 /-
EMD
INR 26000.0 /-
Tender Value
INR 12.56 Lakhs /-

BOQ Items

Name of Work: zone 2 ke antargat zonal office mutthiganj ka mukhya pravesh dwar par MS GATEnirman RCC boundry wall nirman evam aproch road par CC dalne ka karya
Sl. No. Item Description
1Earth 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, All kinds of soil.
21:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
3Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 12(1 cement: 2 Coarse sand) to match the existing floor: With Chlorpyriphos /Lindane E.C. 20% with 1% concentration
4Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement ac nor direction of the anninner in charme: foc the All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg/cum in beam
5Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the All works up to plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum in footing
6Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources. Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing carriage for all leads, but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg/cum in column
7Half brick masonry 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 Cement mortar 14 (1 cement 4 coarse sand)
8Steel reinforcement for RC.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe- 500D or more.
915 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand
10Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied 1.43 it/ 10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm)
11Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
12Centering and shuttering including strutting propping etc. and removatof form for Lintels, beams, plinth beams, girders, bressumerm and cantilevers
13Centering and shuttering including strutting propping etc. and removatof form for Columns, Pillars, Piers, Abutments, Posts ane
14Centering and shuttering including strutting propping etc. and removatof form for Foundations, footings, bases of columns, etc. for mass concrete
15Earth 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, All kinds of soil.
161:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
17Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing. carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the All works up to plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum in footing
18Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing. carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the All works above plinth level upto floor V level Concrete of M25 grade with minimum cement (C content of 330 kg/cum in column
19Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe- 500D or more.
2015 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand
21Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. New work (Two or more coats applied @ 1.43 Itr/ 10 sqin over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm)
22Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
23Centering and shuttering including strutting. propping etc. and removalof form for Columns, Pillars, Piers, Abutments, Posts and
24Centering and shuttering including strutting. propping etc. and removalof form for Foundations, footings, bases of columns, etc. for mass concrete
25Steel work in built up 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.
26Finishing with Deluxe Multi surface paint system for Interiors and exteriors using Primer as per manufacturers specifications: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied 0.90 Itr/ 10 sqm over an under coat of primer applied 0.80 Itr/ 10 sqm of approved brand and manufacture
27Earth 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.
281:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
291:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources)
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