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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-Finance | ₹9.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹10.3 L+₹98,669.71 (10.6%)Accepted-Finance | ₹10.3 L+₹98,669.71 (10.6%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical GSTR 3B not Valid |
Tender Value
₹11.0 L
EMD Value
₹21,980
Closing Date
7 Apr 2026, 6:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA KHAJUWALA
Construction of CC Road and Drain at Ward No. 20 Rajpal Varma ke Ghar se Lalchand Sharma ke ghar hote huv Sher Mohamand Ke Ghar tak
2026_DLB_549131_1
4277-83 DATE 27-03-2026 NIT 26/2025-26 NP KHAJUWALA
Open Tender
Civil Works
Percentage
90 days
NAGAR PALIKA KHAJUWALA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
MD RISL
₹21,980
Yes
20 Apr 2026
30 Mar 2026
8 Apr 2026
30 Mar 2026
7 Apr 2026
30 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 |
|---|---|---|---|---|---|
| - | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work in all kind of soil. | - | Cum | - | - |
| - | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth Sand, bazri, ballast, kankar for a lead upto 1.00 Km | - | Cum | - | - |
| - | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, 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 concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion | - | Cum | - | - |
| - | Providing and laying un-reinforced, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) 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. PCC M-20 | - | Cum | - | - |
| - | Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - |
| - | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 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 | - | Sqm | - | - |
| - | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 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/ mortar 1:6 (1 cement : 6 fine/ coarse sand) | - | Sqm | - | - |
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