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Tender For Dvdb Works In Nct Of Delhi. Sub Work: Construction Of Phirni Road And Side Drain From Main Bawana Road In Front Of G.R. International School To Plot No. 754 At Village Pooth Khurd In Bawana Ac, delhi-Delhi

Irrigation And Flood Control Department-IFCD has published Tender For Dvdb Works In Nct Of Delhi. Sub Work: Construction Of Phirni Road And Side Drain From Main Bawana Road In Front Of G.R. International School To Plot No. 754 At Village Pooth Khurd In Bawana Ac. Submission Date for this Tender is 09-02-2024. Drainage Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

41994640
Tender For Dvdb Works In Nct Of Delhi. Sub Work: Construction Of Phirni Road And Side Drain From Main Bawana Road In Front Of G.R. International School To Plot No. 754 At Village Pooth Khurd In Bawana Ac
Open Tender
Indian
Delhi
delhi
09-02-2024

Tender Details

Tender For DVDB Works in NCT of Delhi. Sub work: Construction of Phirni Road and side drain from Main Bawana road in front of G.R. International School to Plot No. 754 at village Pooth Khurd in Bawana AC

Key Value

Document Fees
Refer document
EMD
INR 943133.0 /-
Tender Value
INR 4.71 Crore /-

BOQ Items

N.O.W.:-DVDB Works in NCT of Delhi. Sub work: Construction of Phirni Road and side drain from Main Bawana road in front of G.R. International School to Plot No. 754 at village Pooth Khurd in Bawana AC.
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 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.
2Providing 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) : 8 graded stone aggregate 40 mm nominal size).
3Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
4Cement 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
512 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) Neat cement punning.
6Providing 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): 3 graded stone aggregate 20 mm nominal size).
7Steel 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.
8Providing and fixing 30 mm thick (undressed) red sand stone slab over drains.
9Supply of earth including excavation, loading, unloading, royalty and banking the same in layers not exceeding 20 cm in depth, breaking clods, rollingeach layer with 1/2 tonne roller, or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressionsby mechanical transport with all lead and lift in all kinds of soil.
10Supply of building rubbish/malba/similar filling material dismantled material by mechanical transport including royalty loading unloading banking the same in layers not exceeding 20cm in depth, breaking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and upto embankments for roads, flood banks, marginal banks and guide or filling up ground depression, with all leads & all lifts.
11Supply of C&D waste Screened Soil at Site including royalty, carriage by mechanical transport including loading, unloading and banking the same in layers not exceeding 20cm in depth, rolling each layer with 1/2 tonne roller of wooden steel rammers and dressing up in embankments for road, flood banks, marginal banks and guide banks or filling up ground depressions with all lead and lift in all kinds of soil.
12Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note : 1) Excess/ less cement used than specified in this item is payable/ recoverable separately. All works up to plinth level: M-10 grade plain cement concrete (cement content considered @ 220 kg/cum).
13Providing and laying RMC of M-30 grade By using minimum 400kg of cement(43 grade, OPC) per cum of concrete in roads / streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS9103 to accelerate/ retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibratos, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction / expansion, construction of cross / longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc. complete, as per direction of Engineer in-charge. (Cost of joint filler & sealants shall be paid for separately under relevant items). Note:- Cement content considered in M-30 is @ 400 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately M-30 RMC by using minimum cement @400 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer.
14Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound.
15Total amount
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