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Tender Value
₹1.2 Cr
EMD Value
₹7.8 L
Closing Date
25 Sept 2026, 12:00 pm3d left
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
Construction of Basuvapur Link road from Kodri Tiraha (1)
2026_CEALD_1186138_1
3790/93C-ETENDERING/PFC/2026 DT. 24.08.2026
Open Tender
Civil Works
Fixed-rate
180 days
PRATAPGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.8 L
Pratapgarh Circle, PWD, Pratapgarh
15 Sept 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
24 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 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m. transporting to site, spreading, grading to required slope and compacting to meet requirement of table No. 300.1 & 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5 including Labour cess but excluding GST | 6,190 | Cum | 90 | ₹5,57,100 |
| 2 | Providing, laying and spreading Matrials on a Prepared sub base, cement (OPC) @ 2% by weight to the spread Matreial Manually, Mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. as per MORD Specification complete as per clause 401iincluding Labour cess and Royalty but excluding GST | 790 | Cum | 2,840 | ₹22,43,600 |
| 3 | Providing, laying and spreading Matrials on a Prepared sub base, cement (OPC) @ 4% by weight to the spread Matreial Manually, Mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/basegate, watering and compacting to the required density for Grading 3 as perTechnical Specification clause - including Labour cess and Royalty but excluding GST | 750 | Cum | 3,540 | ₹26,55,000 |
| 4 | Providing and applying tack coat with bitumen using bitumen VG-10 pressure distributor @ 0.30 Kg/Sqm. on the prepared bitumin surface cleaned with hydralic broom, As per MORD specification 503 including labour cess but excluding GST | 7,500 | Sqm | 24 | ₹1,80,000 |
| 5 | Providing, laying and rolling of open - graded premix surfacing of 20 mm compacted thickness with 13.2 mm crushed stone grit @ 0.18cum/10sqm and 11.2 mm size crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen VG-10 @ 1.46Kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, mixing in a suitable plant or by mixall, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades, including cost of material, labour, plant, machinery and T&P including complete as per MORD Specification No.508(II) including Labour cess and Royalty but excluding GST | - | Sqm | 220 | - |
| 6 | Providing and laying seal coat type-C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.5 mm crushed stone grit @ 0.09cum/10sqm from approved quarry and bitumen/emulsion @0.65kg/sqm including cost of material, labour, plant, machinery, mixall and T&P including labour etc. complete as per MORD Specification No.510(ia) including Labour cess and Royalty but excluding GST | - | Sqm | 84 | - |
| 7 | Construction of Subgrade and Earthen Shoulers with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table No. 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 including Labour cess but excluding GST | 1,664 | Cum | 80 | ₹1,33,120 |
| 8 | Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m. including Labour cess but excluding GST | - | Cum | 50 | - |
| 9 | Providing and laying sub-base by providing close graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at O.M.C.and compaction to achieve the desired density. including Labour cess and Royalty but excluding GST | - | Cum | 1,550 | - |
| 10 | Plain cement concrete 1:3:6 nominal mix in foundation with brick ballast 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Sl.No. 2100 Iincluding Labour cess and Royalty but excluding GST | - | Cum | 6,600 | - |
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