Tender For Providing Concrete White Topping Of Existing Damaged Bituminous Road And Drainage Arrangement Around Urea Bagging Plant, An Melt Plant, Urea And Anp Silo Area At Rashtriya Chemicals And Fertilizers Limited Trombay Factory Chembur, Mumbai-4
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Jul 2026
13 days left
EMD
3 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Providing Concrete White Topping Of Existing Damaged Bituminous Road And Drainage Arrangement Around Urea Bagging Plant, An Melt Plant, Urea And Anp Silo Area At Rashtriya Chemicals And Fertilizers Limited Trombay Factory Chembur, Mumbai-400074.Notes: 1) Kindly Read All The Pages Of Nit & Special Conditions Before Quoting For This Work. The Party Shall Visit The Site Before Quoting To Access The Quantum And Nature Of The Job.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over areas for basements, roads, land/plot developement in soft/ disintegrated rock, sand stone, stiff clay, gravel, cobblestone, hard laterite, water bound macadam, wet mix macadam, pitching, soling, paths and hardcore, lime concrete, plain cement concrete, stone masonry and all types of brick/ block masonry below ground level, rock boulders, etc. for all depths/lifts including manualdewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading,leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.Note:1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes if any. |
| 2 | Excavation over areas for basements, roads, land/plot developement in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/marshy/ slushy soil, marine clay, reclaimed land etc. for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness,watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete asdirected by Engineer-in-Charge.Note:1) The rate includes the handling/supporting the existing utilities suchas cables, drains, pipes, water mains etc.2) It also includes the royalty and other taxes if any. |
| 3 | Add for lead, for disposing excess excavated earth for lead upto 3 km including levelling. |
| 4 | Milling upto 60mm. Depth Asphaltic surface by using milling machine including transportation anywhere as directed. NOTE: For further passes of 60mm. Or part thereof, same rate will be applicable for milling quantity. |
| 5 | Providing & laying waterproof paper of 40 GSM including overlap ( to be not less than 10cm) etc. complete as specified as directed. |
| 6 | Supplying & spreading 60 mm metal compacting the same to 10 cm. To the satisfaction of the Engineer by a roller weighing not less than 10 tonnes to the required grade, level & camber including binding with grit, crush sand, stone dust, watering, rolling etc. complete & making the layerwaterbound. |
| 7 | Providing and laying in position ready mixed plain cement concrete, M-20 grade plain cement concrete (cement content considered @ 260 kg/cum as per IS 456 table showing minimum cement content) or with cement content as per approved design mix by Engineer-in-charge 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. from transit mixer to site of laying and curing, including 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. |
| 8 | Providing 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 : 800 mm dia. R.C.C. pipe |
| 9 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of jointsetc. complete : 300 mm dia. R.C.C. pipe |
| 10 | Providing and fixing of cement concrete Kerb Stone of various grades of size: 500mm width x 325 height x 165mm thick (Half Batter, Bull Nose/ Full Batter) manufactured in wet press vacuum dewatering technology plant / equivalant with face pimple finish for high visibility with excellent quality and finish and edges perfect and sharp. Grade – M-25 including excavation in any soil except rock, laying a leveling course of M 15 grade RMC 100mm thick to required slope (inclusive of form work), jointing in C.M. 1:2 proportion flush to concrete surface, painting exposed surface with one coat of primer and two coats of 1st grade road marking paint in the yellow/ white/ black or any shade as directed. (Kerbstones shall be procured after approval of the suggested brand). |
| 11 | Providing and laying White Topping as per IRC-SP 76-2015 over scarified road surface upto thickness 150mm (Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DLC to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) at 357kg/cum and 105 kgs of Fly Ash (Replacement of Fly Ash to the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with mechanical paver finisher, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m to a depth of 1/3 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, sealing joints labour and HOM of machineries etc. complete as per specifications. |
| 12 | Green cutting of construction & dummy joints of M-40 C.C.& above (Ultra thin white topping) slab by mechanical means within period of concrete strength @ 80 to 100 kg/ cm² or earlier, casting of bay/ slab as directed. Transverse dummy & Longitudinal construction joints 1/2 thickness of concrete pavement & 3 to 4 mm wide. |
| 13 | Providing and laying in position mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, includingadmixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 300 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). All works (including Centering & Shuttering) For foundations, drain bottom slab,footings etc. |
| 14 | Providing and laying in position mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, includingadmixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement which shall be paid under relevant item.(Note :- Cement content considered in this item is @ 300 kg/cum as per IS 456 table showing minimum cement content. No extra will be paid nor any amount will recovered on account of variation of cement in mix design as per specifications for controlled concrete). All works (including Centering & Shuttering) For foundations, drain bottom slab,footings etc. Walls (any thickness) including attached butteresses, retaining wall, shear wall, diaphragm wall , trench,pit walls, etc |
| 15 | Providing and fixing in position steel bars reinforcement of various diameters for R.C.C. pile, pile caps, footings,raft,retaining wall,shear wall, lift wall,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs, drawings and bar bending schedules,including straightening, cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels. |
| 16 | Brick work with common burnt clay modular bricks of class designation 3.5 and above in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 17 | Providing and applying 12 mm thick external sand faced plaster in cement mortar 1:3 at all heights and locations in one coat for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, watering, finishing, curing, scaffolding etc. complete. |
| 18 | Providing and applying hot applied thermoplastic road marking material with glass beads extremely high skid resistance 2.5 mm thick without primer coat ( Tack coat) on Whtie topping surface. All labour , materials, with special aggregate as specified in B.S. part- I & II 1989 and carrying out the marking on any road in center line and other marking continuous or intermittent 10 cm ot 15 cm width also pedestrians crossing strips as well as spraying further quantity of glass beads of type- II uniformly into a mono layer on to the hot paint line in quick succession of the paint spraying operation @ 250 gms per Sq.M. area as directed and as per BS/ MORTH specifications in white and yellow colour. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysJul 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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