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Annual Repair And Maintenance Of Various Roads Under Pwd Sub Division Ser-2 / 22, New Delhi During 2023-24 ( Sh- Repairing And Beautification Of Shaeed Vijendra Singh Marg I / C Fixing, Railing, Repairing Of Footpath, Central Verge And Drain Etc ), delhi-Delhi

Public Works Department-PWD has published Annual Repair And Maintenance Of Various Roads Under Pwd Sub Division Ser-2 / 22, New Delhi During 2023-24 ( Sh- Repairing And Beautification Of Shaeed Vijendra Singh Marg I / C Fixing, Railing, Repairing Of Footpath, Central Verge And Drain Etc ). Submission Date for this Tender is 24-08-2023. Road Work Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

39154782
Corrigendum : Annual Repair And Maintenance Of Various Roads Under Pwd Sub Division Ser-2 / 22, New Delhi During 2023-24 ( Sh- Repairing And Beautification Of Shaeed Vijendra Singh Marg I / C Fixing, Railing, Repairing Of Footpath, Central Verge And Drain Etc )
Open Tender
Indian
Delhi
delhi
24-08-2023

Tender Details

Annual Repair And Maintenance Of Various Roads Under Pwd Sub Division Ser-2 / 22, New Delhi During 2023-24 ( Sh- Repairing And Beautification Of Shaeed Vijendra Singh Marg I / C Fixing, Railing, Repairing Of Footpath, Central Verge And Drain Etc )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Aug-2023 DATE EXTENDED Date 24-08-2023

Key Value

Document Fees
Refer document
EMD
INR 101449.0 /-
Tender Value
INR 50.72 Lakhs /-

BOQ Items

Name of Work: A/R & M/O various roads under PWD Sub Division SER-2/22, New Delhi during 2023-24 (SH: Repairing and Beautification of Shaeed Vijendra Singh Marg i/c fixing, railing, repairing of footpath, central verge and drain etc)
Sl. No. Item Description
1Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 in and lif upto 1.5m. All kinds of soil
2Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level :
31:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
41:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
5Steel 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.
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 naturalsources,PortlandPozzolana /OrdinaryPortland /PortlandSlagcement,admixturesinrecommended proportions as per IS: 9103 to accelerate /retard setting of concrete,toimprovedurabilityand workability without impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering,shuttering,finishingandreinforcementasper direction of the engineer-in-charge; for the following grades of concrete.Note:Extracementupto 10%of theminimumspecified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade withminimum cement content of 330 kg /cum
7Brick 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)
8Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
9Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Ordinary cement without any pigment
1012 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
11Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
12Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
13Demolishing 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.
14Disposalofbuildingrubbish /malba /similarunserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
15Providing and laying 60mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with line sandetc. all complete as per the direction of Engineer-in-charge.
16Providing and laying at or near ground level factory made kerb stoneof M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm), includingmaking drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shallbe measured for payment). (Precast C.C. kerb stone shall be approvedby Engineer-in-charge).
17Taking out existing kerb stones of all types from footpath/ centralverge, including removal of mortar etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge.
18Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge.
19Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern overand including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost)
20Laying at or near ground level old kerb stones of all types in positionto the required line, level and curvature, jointed with cement mortar1:3 (1 cement : 3 coarse sand), including making joints with or withoutgrooves (thickness of joints, except at sharp curve, shall not bemore than 5 mm), including making drainage opening whereverrequired etc. complete as per direction of Engineer-in-charge. (Lengthof finished kerb edging shall be measured for payment). (Old kerbstones shall be supplied by the department free of cost)
21Providingandplacing inposition 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways,neat cement punningonfinishedsurface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
22Providing and fixing red sand stone slab for purpose of shutteringof slab of drain as per direction of Engineer-in-Charge. 40 to 50 mm thick red sand stone.
23Add for revised GST @18% in place of 12% ie 6.33%
24Add Cost Index@7%
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