Tender For Improvement Of Streets And Side Drains At Partap Garden Uttam Nagar Assembly Constituency-32 (Regn. No. 1310) Part- Ii (Balance Work)
Tender Overview
Project Description
Tender for Improvement Of Streets And Side Drains At Partap Garden Uttam Nagar Assembly Constituency-32 (Regn. No. 1310) Part- Ii (Balance Work)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Jul-2026 | Corrigendum | Other | 24-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | Carriage of building rubbish / malba/similar unservicable dismantied or waste material by mechanical means mechanical means includinc mechanical means including loading, unloading and transporting to C&D waste site/ processing plant Bakkarwala vala or or as as approved by Engineer in Charge for all lead Engineer including all lift involved |
| 3 | Earth 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. |
| 4 | Providing 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) |
| 5 | Providing 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 : 8 graded stone aggregate 40 mm nominal size) using recycled producted. |
| 6 | Brick 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) |
| 7 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | Masonry work with C&D recycled product concrete block size 400mmx200mmx100mm in foundation plinth with cement Mortar 1:4 (1 cement: 4 Coarse sand) |
| 9 | Cement 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 |
| 10 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) with Neat cement punning. |
| 11 | Providing & fixing 30 mm thick red sand stone for making culvert over drain as ner direction of Engineer-in -Charge over drain as per direction of Engineer-In -Charge. |
| 12 | Steel 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. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Hire charges of JCB machine for demolishing steps, platform coming in the alingment of side drain including making plain undulations as per direction of Engineer-in-Charge. |
| 15 | Providing 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 |
| 16 | Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and to the site of work in transit mixer having continucus agitated mixer, manufacture as per mixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compusory with plate / screed vibrator, with wire brush etc. and curing including cost admixer in recommended proportions as per IS : 9103 to accelerate / retar setting of concrete. Improve workabitly without impairing strength and durability as per specification and direction of Engineer-In-Charge.Note:-1. Excess / less cement used than specified in this item is payble / recocerable separately.M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete. |
| 17 | Providing and laying (RMC) of M-30 grade by using minimum 400 kg of cement ( 43 grade O.P.C) per cum of concrete, in roads/streets using manufactured in automatic RMC using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate as per approved design criteria, including transportation to site in transit mixer, including cost of so mixture in recommended proportion as per IS 9103 to accelerates / retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically using needle and surface vibrators, 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 (10mm 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 ( Cost of joint filler & sealants shall be paid for separately under relevant items )./ providing M-30 grade concrete BMC/RMC |
| 18 | Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade 'A' sealing compound. |
| 19 | Providing 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. Please Enable Macros to View BoQ information |
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