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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.0 LAdmitted-Finance | +19.99% | ₹30.0 L | L1 | Admitted-Finance |
| 2 | L2₹31.5 LAdmitted-Finance | +25.91% | ₹31.5 L | L2 | Admitted-Finance |
Tender Value
₹25.0 L
EMD Value
₹49,980
Closing Date
30 Apr 2026, 6:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD SAYLA
Construction of Missing line sewerage work at various places in Nagar palika Sayla, Jalore.
2026_DLB_555040_1
263
Open Tender
Civil Works
120 days
MUNICIPAL BOARD SAYLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MDRISL, EXECUTIVE OFFICER
₹49,980
Yes
19 Jun 2026
30 Apr 2026
1 May 2026
30 Apr 2026
30 Apr 2026
30 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. 17.1.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 17.1.1.1 Depth upto 1.5 m | 656.1 | Cum | 299 | ₹1,96,173.9 | BI01010001010000000000000515BI0100001048 |
| 2 | Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. | 97.2 | Cum | 1,273 | ₹1,23,735.6 | BI01010001010000000000000515BI0100001049 |
| 3 | Providing and laying un-reinforced, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant, transported to site, laid spread, compacted and finished in a continuous operation including provision of contraction, expansion, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion for road restoration under sewer line and manhole work including allowances for any additional road restoration beyond the drawings (measurement for payment to be as per standard drawings) to complete the task. 17.10.1 cement concrete 1:3:6 | 48.6 | Cum | 4,205 | ₹2,04,363 | BI01010001010000000000000515BI0100001050 |
| 4 | Providing and laying in position cement concrete of specified grade over a prepared base course complete including finishing, curing all material, labour, machinery, lighting, guarding for road restoration under sewer line and manhole work using RMC (ready mix concrete plant) and Transit mixer including allowances for any additional road restoration beyond the drawings (measurement for payment to be as per standard drawings) to complete the task. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e.125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 17.11.1 PCC/ RCC Grade M -20 | 72.9 | Cum | 6,130 | ₹4,46,877 | BI01010001010000000000000515BI0100001051 |
| 5 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends IS: 458 - 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 17.20.9 600 mm internal diameter. | 405 | Mtr | 2,029 | ₹8,21,745 | BI01010001010000000000000515BI0100001052 |
| 6 | Construction of brick masonry cylindrical road side inspection chamber of 450mm dia (internal) with 230mm thick wall of brick masonry (75 class designation brick) in cement mortar 1:4 (1 cement : 4 coarse sand), wall 230mm thick, filling of Jhiri, 20mm thick inside and outside plastering with CM (1:3), inside plaster finished with neat coat of cement, with cast in situ PCC M10 grade foundation of 1010 mm dia and 100 mm thickness, 75mm thick PCC M15 flooring, precast SFRC/RCC circular 450mm dia MD manhole frame and cover (as per IS 12592 amended upto date) embedded in 200mm thick PCC M20 grade concrete, including providing and fixing 2 Nos 110mm OD, 0.5m long PVC-U pipe pieces of stiffness class SN 8 as per IS 15328 and plugging the same, testing for water tightness etc. complete as per approved drawing and/or directed by Engineer. Note: Excavation of earth work and road cutting will be measured and paid separately 17.65.2 BM Road side inspection chamber of 600mm depth. | 68 | Each | 6,080 | ₹4,13,440 | BI01010001010000000000000515BI0100001053 |
| 7 | Supplying & fixing 560mm opening dia SFRC manhole cover as per IS : 12592-2002 in existing manholes frame complete in all respect as directed by the Engineer. 17.81.1 HD-20. | 65 | Each | 1,407 | ₹91,455 | BI01010001010000000000000515BI0100001054 |
| 8 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. 19.1.5 160 mm dia | 325 | Mtr | 617 | ₹2,00,525 | BI01010001010000000000000515BI0100001055 |
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