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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.0 CrAccepted-AOC BHIWANDI | BHIWANDI | MAHARASHTRA | ₹2.0 Cr | 1 | Accepted-AOC Accept |
| 2 | 2₹2.0 Cr+₹6.4 L (3.25%)Rejected-Finance BHIWANDI | BHIWANDI | THANE | MAHARASHTRA | 421302 | ₹2.0 Cr+₹6.4 L (3.25%) | 2 | Rejected-Finance Reject |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹2.0 Cr
EMD Value
₹1.5 L
Closing Date
12 Feb 2026, 4:00 pmClosed
Dy.Commisnor, BNCMC.
Bhiwandi Nizampur City Municipal Corporation,Kaap Ali,Bhiwandi
PROPOSED CONSTRUCTION OF C.C ROAD AND GUTTER FROM SAIDEE HOTEL TO BUNDAR MOHALLA BRIDGE IN WARD NO.6 D IN PS.5 BHIWANDI BNCMC AREA. nagrothan fund
2026_BNMC_1274812_1
BNCMC/PWD 173/2026_1
Open Tender
Civil Works
Percentage
365 days
Bhiwandi Nizampur City Municipal Corporation, Kaap
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
₹1.5 L
10 Apr 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
PROPOSED CONSTRUCTION OF C.C ROAD & GUTTTER FROM SAIDEE HOTEL TO BUNDAR MOHALLA BRIDGE IN WARD NO.6 D IN PS.5 BHIWANDI BNCMC AREA
Item No. 1 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed 87.211
ITEM NO.2 Item No. 2 :- Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to works ite, spreading in uniform layers with motor grader/Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401- Plant Mix Method and Grading - II Material 114/3.02
Item No. 3 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. 181/5.13
Item no. 4 Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. 187/5.19
Item No. 5 Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over aprepared sub base with 43 grade cement ,coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013,mixed in a Tilting type Concrete Mixer asper approved mix design, admixtures, spreading, laying compacting and finished in a continuous operationwithout paver machine, finishing to lines andgrades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:[email protected] centre to centre, admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.174/5.06 174/5.06
Item No. 6 Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.182/5.14
Item No. 7 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. 185/5.17
Item No. 8 Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) 186/5.18
Item No. 9 Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand) 1041/33.54
ITEM NO 10 .Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete 892/27.05
ITEM NO. 11 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete 958/32.04
Item No. 1 Excavation Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 721 / 21.02
Item No. 2 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete 752/21.38
Item No. 3 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Bat 827/24.01
Item No. 4 Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 830/24.08
Item No. 5 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade 851/25.70
Item No. 6 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete 871/26.33
Item No. 7 Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Medium duty (140 Kilogram) 1440/42.96
Item No. 8:- Providing and fabricating structural steel work in rolled sections like joists, channels,angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connectingplates, bracesetc. and including one coat of anti corrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. 816/23.01
Item No. 9 Removing and Transportation Excavated material up to 5 Km lead page No. 559
PART C WATER SUPPLY
PART D ELECTRIC WORK
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