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Mukhyamantri Sadak Punarnirman Yojna Construction Of Road From Dusib Community Hall To Shiv Mandir Nehru Nagar Main Market Near Gali No 3 In Patel Nagar Ac 24 2Nd Call, Delhi-Delhi

Irrigation And Flood Control Department-IFCD has published Mukhyamantri Sadak Punarnirman Yojna Construction Of Road From Dusib Community Hall To Shiv Mandir Nehru Nagar Main Market Near Gali No 3 In Patel Nagar Ac 24 2Nd Call. Submission Date for this Tender is 11-03-2024. Road Work Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

42715788
Mukhyamantri Sadak Punarnirman Yojna Construction Of Road From Dusib Community Hall To Shiv Mandir Nehru Nagar Main Market Near Gali No 3 In Patel Nagar Ac 24 2Nd Call
Open Tender
Indian
Delhi
Delhi
11-03-2024

Tender Details

Mukhyamantri Sadak Punarnirman Yojna Construction Of Road From Dusib Community Hall To Shiv Mandir Nehru Nagar Main Market Near Gali No 3 In Patel Nagar Ac 24 2Nd Call

Key Value

Document Fees
Refer document
EMD
INR 302685.0 /-
Tender Value
INR 1.51 Crore /-

BOQ Items

Name of work:-Mukhyamantri Sadak Punarnirman Yojna Sub-Work: Construction of Road from DUSIB Community Hall to Shiv Mandir Nehru Nagar Main Market near Gali No.3in Patel Nagar AC-24.
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.
2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
3Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
4Providing 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. strength and durability as per direction of the Engineer-in-charge. The cements contentes considered in RMC M-10 is 220 kg/cum if any deviation in quantity of lower side is observed subjected to approval of Job mix formula by Engineer-in-charge, a recovery of cement @ Rs. 10 per Kg. will be deducted RMC M-10 with cement content less than 200 kg/cum shall be rejected.
5Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand).
612 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand).
7Neat cement punning.
8Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in- charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
9Disposal of building rubbish / malba / similar unserviceable, 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.
10"Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).The cements contentes considered in RMC M-30 is 340 kg/cum if any deviation in quantity of lower side is observed subjected to approval of Job mix formula by Engineer-in-charge, a recovery of cement @ Rs. 10 per Kg. will be deducted RMC M-30 with cement content less than 320 kg/cum shall be rejected. Cement concrete manufacture in automatic batching plant (RMC Plant) i/c transportation to site in transit mixer.
11Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade "A" sealing compound..
12Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc.complete. New work (Two or more coats)
13Providing and placing in position 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 punning on finished surface, 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.
14Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. R.C.C. pipe
15Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia
16Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5
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