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Tender For Re-Construction Of Main Road Of Satya Vihar From Makhan Lal Chowk To Pond/Jheel In Burari Constituency Ac-02., delhi-Delhi

Irrigation And Flood Control Department-IFCD has published Tender For Re-Construction Of Main Road Of Satya Vihar From Makhan Lal Chowk To Pond/Jheel In Burari Constituency Ac-02.. Submission Date for this Tender is 07-02-2024. Road Work Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

41991867
Tender For Re-Construction Of Main Road Of Satya Vihar From Makhan Lal Chowk To Pond/Jheel In Burari Constituency Ac-02.
Open Tender
Indian
Delhi
delhi
07-02-2024

Tender Details

Re-Construction Of Main Road Of Satya Vihar From Makhan Lal Chowk To Pond / Jheel In Burari Constituency Ac-02.

Key Value

Document Fees
Refer document
EMD
INR 102577.0 /-
Tender Value
INR 51.28 Lakhs /-

BOQ Items

Name of Work: Re-construction of main road of Satya Vihar from Makhan Lal Chowk to Pond/Jheel in Burari Constituency AC-02.
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, 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
31:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
41:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
5Providing 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).
6Centering and shuttering including strutting, propping etc. and removal of form for all heights : Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
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.
8Brick 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).
9Cement 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
1012 mm cement plaster finished with a floating coat of neat cement of mix : 1:6 (1 cement: 6 coarse sand).
11Providing and layingcement concrete pavement ofM-10with ready mixed concrete frombatching plant of reputed cement manufacture and transported to the site of work in transit mixerhaving continuous agitated mixer, manufactured as per mixed design of M-10 grade of cement concrete work including pumping of R.M.C from transit mixer to site. Placing in required camber compulsory with plate / screed vibrator, with wire brush etc. and curing including cost admixture inrecommended proportions as per I.S. 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge Note : 1) Excess/less cement used than specified in this item is payable/ recoverable separately. M-10 grade plain cement concrete by using 220Kg of cement per cum of concrete.
12Providing 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. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer.
13Providing & Fixing Red Sand Stone Slab 30 mm thick (undressed)over drains.
14Hiring & running charges of JCB machine on hourly basis including all operations i.e. to and fro, carriage, crawling of machine, operator and fueletc. complete.
15Supply and filling building rubbish in trenches, plinth, road in layers not exceeding 20 cm in depth rolling each layer with half tonne roller with all lead and lifts.
16Supply of earth at site including excavation, royalty, loading, unloading and banking the same in layers not exceeding 20 cm in depth, breaking clods, rolling with ½ tonne roller or wooden or steel rammersanddressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions including carriage of earth by mechanical transportlead upto 15.00 km and lift upto 1.50m. All kinds of soil.
17Steel 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 Hot finished welded type tubes
18Lettering with black Japan paint of approved brand and manufacture
19Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade .Two or more coats on new work over an under coat of Two or more coats on new work over an under coat of manufacture.
20Pumping out water from by deploying diesel pump of 5 HP including suction pipe and delivery pipe and shiftingas persite requirement etc. complete.
21Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade "A" sealing compound.
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