Tender For Increasing Height Of Diversion Weir @Kelwali (Dattawadi) Tal Dist- Satara
Tender Value
15.22 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
10 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Satara → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Increasing Height Of Diversion Weir @Kelwali (Dattawadi) Tal Dist- Satara
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Jul-2026 | corrigendum | Date | 20-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Item No.1 : Excavation in all kinds of soils & soft murum including boulders upto 0.6m diameter (0.113cum) for canal , seating of embankment, filter drain /catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/ emankment as directed including cost of all material , machinary, labour, dressing bed and sides to required level and profile etc. complete with lead upto 15m & 6m lift |
| 2 | Item No.2 : Excavation in Hard murum including boulders upto 0.6m diameter (0.113cum) for canal , seating of embankment, filter drain /catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/ emankment as directed including cost of all material , machinary, labour, dressing bed and sides to required level and profile etc. complete with lead upto 15m & 6m lift |
| 3 | Item No.3 : Excavation in Soft Rock without blasting including boulders upto 0.6m diameter (0.113cum) for canal , seating of embankment, filter drain /catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/ emankment as directed including cost of all material , machinary, labour, dressing bed and sides to required level and profile etc. complete with lead upto 15m & 6m lift |
| 4 | Item No.4 : Excavation in hard rock of all toughness by breaker including boulders above 0.6 m dia.(0.113Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area including cost of all materials,machinery, labour, leveling bed etc., complete with leads as below and all lifts as directed. |
| 5 | Item No.5 : Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps including cost of materials, machinary, labour,providing sump and all other ancillary operations whenever necessary etc.complete.under specific and indispensible circumtanances with piror approval from competent autority with authentic evidence of records justifying dewatering etc complete. |
| 6 | Item No.6 A) : Providing and laying in situ M-15 (40 MSA)of trap / granite / quartize / gneiss material for PCC with or without surface reinforcement/RCC concreting requirng heavy of special type of shuttering for works of gallery,sluice,spilway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m wiht shuttering and scaffolding , placing, compacting, curing etc. complete wiht an initial lead of 50m & lift of 1.5 m |
| 7 | Item No.7 : Providing, fabricating and placing in position reinforcement steel for RCC works including cutting, bending, hooking, laying in position and tying M.S./ HYSD / TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete as directed. Item No.6 B): Providing and laying in situ M-20 (20 MSA)of trap / granite / quartize / gneiss material for PCC with or without surface reinforcement/RCC concreting requirng heavy of special type of shuttering for works of gallery,sluice,spilway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m wiht shuttering and scaffolding , placing, compacting, curing etc. complete wiht an initial lead of 50m & lift of 1.5 m |
| 8 | Item No. 8 Back filling up to ground level behind the canal structures etc. complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed. |
| 9 | Item No. 15 :- Provding and Fixing Name Board as Per Speciafication including painting & Lettering Complete. |
| 10 | Royalty Charges For A) Sand |
| 11 | Royalty Charges For B) Sand |
| 12 | Laboratory testing charges for a) Fineness modulus (Sieve analysis),Silt & clay content test of fine aggregate .Royalty Charges For C)Pitching |
| 13 | b) Compressive Strength of Cement Concrete Cube (1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 20, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 10 daysJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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