BRR : 8555785
Click Here To View Tendering Authority. Aoc City/State :  murbad, Maharashtra
Tender Brief : Tender For Providing Of Facilities At Manivali Khurd (Road And Gutter) Village In Taluka-Murbad, District-Thane. (Under Tourism Programme)-1 130.35 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. 2 104.28 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 wo... Read More
Tender Value
16,73,863
Contract Value
₹ 16,73,863
Saving / Difference
₹ 0
Submission Date
06-06-2025
Contract Date
06-01-2026
Completion Date
180 days
Participated Bidder List
4 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics 17,07,340.26 L3
2 cnet-technologies Bid Analytics 16,90,601.63 L2
3 cnet-technologies Bid Analytics
4 cnet-technologies Bid Analytics 16,73,360.84 L1
Work Detail
tender for providing of facilities at manivali khurd (road and gutter) village in taluka-murbad, district-thane. (under tourism programme)-1 130.35 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. 2 104.28 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 work site, 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 i material 3 52.14 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. 4 104.28 item no.4 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a batching and mixing plant/ non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm 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 5 112.36 item no.5 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. 6 112.36 item no.6 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) 7 1.00 item no.7 providing and fixing 90 cm x 60 cm marble plate engraving 10 cm. height letter. figures including painting the lefters/figures with approved colour and shade complete royalty charges 0.00 royalty for rubble and murum 0.00 royalty for sand testing charges cement standard consistancy, fineness. specific gravity setting time (initial & final ), compressive strength. soundness. fine aggregate fineness modulus (sieve analysis ),silt & clay content rubble crushing value/compressive strength, water absorption & speeific gravity paving blocks compressive strength, water absorption, (set of 8 blocks) cubes compressive strength of cc cubes (set of 3 cubes) water absorption, sp-gravity sreve analysts.
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Awarded Bidder(s)
1
cnet-technologies
Rank : L1 (Lowest)
Bid Amount : ₹ 1,00,00,000
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