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Tender Value
₹20.8 L
EMD Value
₹20,840
Closing Date
28 Sept 2026, 5:00 pmDue tomorrow
EXECUTIVE ENGINEER
TOWN HALL CHHATRAPATI SAMBHAJINAGAR
Construction of cement concrete road at Prabhag no. 13 infront of Kaiser Colony Hospital
2026_AMCA_1340561_1
CSMC/EE/WARD03/2026/259
Open Tender
Civil Works
Percentage
150 days
TOWN HALL CHHATRAPATI SAMBHAJINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
₹20,840
22 Sept 2026
22 Sept 2026
30 Sept 2026
22 Sept 2026
28 Sept 2026
22 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m). As per SSr item no.21.14 | 147 | M3 | 421.5 | ₹61,960.5 |
| 2 | 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.As per SSr item no.2.11 | 196 | M3 | 109.04 | ₹21,371.84 |
| 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20 cm to 30 cm. breaking clods, dressing to the required lines, curves, grades, and section, watering and compacting to not less than 97% of standard proctor density for a lead of over 5 k.m. inclusive from the site of excavation to the site of deposition as directed. As per SSR Item no. 2.25 (Lead Chart C-1) | 343 | M3 | 259.65 | ₹89,059.95 |
| 4 | Raising the manhole chamer with neccessar brick work in cm 1:6 & plaster including. etc. complete, By 30 cm. | 20 | No | 1,650 | ₹33,000 |
| 5 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.ssr i.no 46.13 sr.no 1457 | 1.75 | M3 | 918.49 | ₹1,603.41 |
| 6 | Providing structrual steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and drawing including fixing in position without connecting plates, braces etc. and painting complete. Spec. No. Bd.C.2 Page No. 275 SSR Item No.23.01 | 1.05 | MT | 93,506.28 | ₹98,424.62 |
| 7 | Providing and laying cast in situ/ready mix concrete bed blocks foundation blocks and such other items in M-20 of trap/granite/quartzite/gneiss metal for including bailing out a water, playwood/steel 7 formwork, laying/pumping, compacting, roughening them if special finishes is to be provided, finishing uneven and hony combined surface and curing etc. complete. page no. Bd.E.4 page no. 289 & B-7 page no. 38 SSR Serial no. 760 Item no. 24.10 | 6.5 | M3 | 7,021.04 | ₹45,601.65 |
| 8 | Desilting the Supply Well, Intake Well/Head Works, Sump of water supply/sewerage works etc.in wet or dry condition including lifts upto 9 Mand lead upto 150 Mas required beyond the work site, stacking, spreading, including necessary guarding,etc.complete,as directed by Engineer-in-charge.ssr sr no ;8 item no 13 | 24.15 | M3 | 780.08 | ₹18,838.93 |
| 9 | 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 power roller to achieve the desired density,
complete as per clause 401 -- Plant Mix Method and Grading - II Material As per SSr item no.3.02 | 98 | M3 | 2,393.72 | ₹2,34,584.56 |
| 10 | 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 subgrade surface if required etc. complete.As per SSr item no.5.13 SSR Sr. No.182 Reference No.MORTH 601 | 98 | M3 | 3,959.5 | ₹3,88,031 |
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