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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | ₹9.6 L | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹9.7 LRejected-AOC AT POST METKARNI TALUKA MHASALA DIST RAIGAD | MHASALA | RAIGAD | MAHARASHTRA | ₹9.7 L | L2 | Rejected-AOC L1 Accepted |
| 3 | L3₹9.9 LRejected-AOC HOUSE NO 13 2 A 3 23 GAJRAI NIWAS MANTRI ROW HOUSE SHRADDHA NAGAR LIC COLONY LATUR TAL LATUR DIST LATUR MAHARASHTRA | LATUR | LATUR | MAHARASHTRA | ₹9.9 L | L3 | Rejected-AOC L1 Accepted |
Tender Value
Refer Docs
EMD Value
₹9,900
Closing Date
11 Mar 2026, 1:00 pmClosed
Chief Officer
Shrivardhan Municipal Council
Construction of Internal Concrete Road at Ganesh Pakhadi, Shrivardhan
2026_DMA_1283498_4
E-Tender E-19/2025-26
Open Tender
Civil Works
120 days
Shrivardhan
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
₹9,900
8 May 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
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. 2.11
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. 21.38
Item No. 3:- Providing and laying Cast in situ / Ready Mix cement concrete in M20 of trap / granite / quartzite / gneiss metal for steps including 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 without SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 24.06
Item No. 4:- Cutting transverse contraction joints 3 to 4mm 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 10mm. wide at top having depth of 15 mm. as directed by Engineer incharge. 5.17
Item No. 5:- 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 3m One Metric Tonne o4mm. joint) over laid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with waterjet / aircompressor 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) 5.18
Item No. 6:- Testing Charges
Item No. 9:- Royalty Charges
Item No. 10:- GST 18%
Item No. 11:- Insurance 0.50%
Item No. 12:- Scrutiny Charges 1.25%
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