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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-Finance | ₹2.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹2.1 L+₹11,391.60 (5.65%)Accepted-Finance | ₹2.1 L+₹11,391.60 (5.65%) | L2 | Accepted-Finance L2 |
| 3 | L3₹2.1 L+₹12,507.98 (6.20%)Accepted-Finance | ₹2.1 L+₹12,507.98 (6.20%) | L3 | Accepted-Finance L3 |
Tender Value
₹2.3 L
EMD Value
₹4,560
Closing Date
7 Apr 2026, 6:00 pmClosed
BLOCK DEVELOPMENT OFFICER
NAGAR PALIKA KHAJUWALA
Construction of Drain Work at Ward No 03 me Durga Mandir ke Piche Raju ke Ghar ke Samane seGanesh Mandir rak or Khetpal ke Ghar ke Samane Nagar Palika Khajuwaka
2026_DLB_549131_2
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
₹4,560
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 | - | - |
| - | 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 | - | - |
| - | Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 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. 50mm thick. | - | 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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