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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.2 LAdmitted-Finance | -24.51% | ₹3.2 L | L1 | Admitted-Finance |
| 2 | L2₹3.5 L+₹30,488.68 (9.62%)Admitted-Finance | -17.25% | ₹3.5 L+₹30,488.68 (9.62%) | L2 | Admitted-Finance |
| 3 | L3₹3.6 L+₹39,937.66 (12.6%)Admitted-Finance | -15.00% | ₹3.6 L+₹39,937.66 (12.6%) | L3 | Admitted-Finance |
| 4 | L4₹4.0 L+₹81,933.08 (25.8%)Admitted-Finance | -5.00% | ₹4.0 L+₹81,933.08 (25.8%) | L4 | Admitted-Finance |
| 5 | L5₹4.6 L+₹1.4 L (45.7%)Admitted-Finance | +9.99% | ₹4.6 L+₹1.4 L (45.7%) | L5 | Admitted-Finance |
Tender Value
₹4.2 L
EMD Value
₹8,400
Closing Date
6 Apr 2026, 6:00 pmClosed
EXEUCTIVE OFFICER
NAGAR PALIKA ABUROAD
Construction Works of Vechcile Service Center at manpur Near MRF Center
2026_DLB_548060_1
NIRMAN/5547-01
Open Tender
Civil Works
Percentage
ABUROAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO, MDRISL
₹8,400
Yes
17 Apr 2026
25 Mar 2026
7 Apr 2026
25 Mar 2026
6 Apr 2026
25 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation in foundation, trenches 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.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m | |||||
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40 mm nominal size) | |||||
| 3Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:4 (1 cement : 4 coarse sand | |||||
| 430.35 Random rubble dry stone Kharanja (soling) under floor. | |||||
| 59.6 Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator 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 as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. 9.6.1 PCC M-20 | |||||
| 6Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 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/ mortarm 1:6 (1 cement : 6 fine/ coarse sand) | |||||
| 7Providing, 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.19.1.2110 mm dia | |||||
| 834.47 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank | |||||
| 934.48 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 34.48.1 15 mm nominal bore. | |||||
| 10Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 170.4.1.2 50 mm OD 6 kg / cm2 | |||||
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