Tender For Replacing Drainage Line At. Rohilla Galli , From Irc To Fresh Bake In Prabhag No.06 (Ward No.22)
Tender Value
8.47 Lakhs
Estimated cost
Bid Submission
04 Sep 2026
5 days left
EMD
8473
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Aurangabad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Replacing Drainage Line At. Rohilla Galli , From Irc To Fresh Bake In Prabhag No.06 (Ward No.22)
BOQ
| Sl. No. | Item Description |
| 1 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. in concretes lab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay/ slab etc. complete including sub sequent widening of the groove 8 to 10mm. wide at top having depth of 15 mm. as directed by Engineer incharge |
| 2 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (SSR No. 46.13) |
| 3 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking anc spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) Lift 0 to 1.5 M |
| 4 | Providing ISI standard stonewere pipes, joints, including all taxes(Central and local), inspection charges, railway freight, loading unloading from railway wagons, loading into trucks, transport to departmental stores/ stacking,etc.complete. MJP DSR item no 1 Page No 87 (SSR No. As Per Market Rate Analysis) 250mm SWG Pipe |
| 5 | Lowering, laying and jointing in proper grade and alignment Stoneware pipes with cement joints in CM1:1 proportion following diameter including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc.complete MJP DSR page no. Section 9, DSR item no 2 page no 87 (250mm dia SWG pipe).इ 250mm SWG Pipe |
| 6 | Providing and constructing on drainage line B.B. masonary circular manhole, concentric cone 0.90 mtrs. dia. at bottom and 0.5 mtrs. dia at top and upto a depth of 1.50 mtrs. with 23 cm thick brick work in C.M. 1: 6 prop, with 12 mm thick.Cement plaster in 1:4, with smooth rendering, 1:2:4 coping and fixing approved make and quality S.F.R.C. Frame and cover of 56 cm dia etc. including all necessary excavation & 1:5:10 bed c.c.etc all complete as directed by Engineer in-charge. (for depth-1.50m & Rebate & Rs.2363/- per 30cm) MJP DSR Page No:as per Rate analysis Item No: |
| 7 | 1.2 m Depth |
| 8 | 1.5 m Depth |
| 9 | Refilling the trenches available excavated with soft material. First over pipe line and then hard material in 15 Cm layers with all 7 leads and lifts including consolidation, surcharging, etc. complete (As per MJP DSR) |
| 10 | Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading. unloading, transportation, all taxes, etc. complete as directed by 8 Engineerin-charge (20 tonnes capacity). Section-1(XX)-Chambers, Manholes, Drainage Drops & as par Rate analysis 540 mm HD Circular SFRC |
| 11 | Repairing and Reconstructing/Raising B.B. masonry circular manhole of 1.0m dia. without conical shape excluding excavation, brick masonry in CM 1:4 proportion 23 cm thick, plastering with smooth finish in CM 1:2 proportion, fixing S.F.R.C. frame and co ver (Excluding cost of SFRC Cover) including cost of all materials and labour, etc. complete. |
| 12 | Fixing of steel fiber reinforced concrete (S.F.R.C.) cover heavy duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxes etc. complete as directed by Engineer-in-charge. (20T)) |
| 13 | Transportation of surplus material from work site to any disposal place as directed by the Engineerin charge with a lead of km including and stacking etc. complete |
| 14 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of 12 mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory |
| 15 | 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 13 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. |
| 16 | Royalty as per govertment of maharastra revenue and forest 14 departmentsgazettle no 67 date 15 may 2015 (charges for metal, sand, murum)...etc complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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