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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.6 LAccepted-AOC EITA NAGAR WARD NO 23 BULDANA TQ DIST BULDANA | BULDANA | BULDANA | MAHARASHTRA | ₹66.6 L | L1 | Accepted-AOC Lowest Rate. So Accepted |
| 2 | L2₹66.7 LRejected-Finance | ₹66.7 L | L2 | Rejected-Finance Highest Rate. So Rejected |
| 3 | L3₹66.7 LRejected-Finance | ₹66.7 L | L3 | Rejected-Finance Highest Rate. So Rejected |
Tender Value
₹66.7 L
EMD Value
₹67,000
Closing Date
3 Dec 2025, 5:00 pmClosed
Add. Chief Executive Officer
Z P Works Division Buldana
CONSTRUCTION OF CC ROAD AT SAGWAN SAMTA NAGAR TO AJISPUR CH 0/00 TO1/22 DIST. BULDHANA (HOTMIX)
2025_BULDH_1252572_3
14/2025-26
Open Tender
Civil Works
180 days
CONSTRUCTION OF CC ROAD AT SAGWAN SAMTA NAGAR TO A
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,900
₹67,000
6 Apr 2026
27 Nov 2025
5 Dec 2025
27 Nov 2025
3 Dec 2025
27 Nov 2025
Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
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 - II Material
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.
Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)
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.
Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over BT Surface) (VG-30 bulk bitumen rates are considered to arrive at rates). SSR 2022-23.
9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2kg/Sq.m, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates)
Add Royalty Sand
Add Royalty 80 mm metal Murum
Fineness Modulus (Sieve Analysis) ,Silt & Clay Content
Murum Liquid limit plastic limit
compressive test of C C Cube (set of 3 cubes)
Murum Compaction Test
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