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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.9 LAdmitted-Finance | -47.70% | ₹20.9 L | L1 | Admitted-Finance |
| 2 | L2₹22.7 L+₹1.8 L (8.74%)Admitted-Finance | -43.13% | ₹22.7 L+₹1.8 L (8.74%) | L2 | Admitted-Finance |
| 3 | L3₹23.0 L+₹2.1 L (10.1%)Admitted-Finance | -42.43% | ₹23.0 L+₹2.1 L (10.1%) | L3 | Admitted-Finance |
| 4 | L4₹25.1 L+₹4.2 L (20.2%)Admitted-Finance | -37.12% | ₹25.1 L+₹4.2 L (20.2%) | L4 | Admitted-Finance |
| 5 | L5₹30.4 L+₹9.5 L (45.6%)Admitted-Finance | -23.86% | ₹30.4 L+₹9.5 L (45.6%) | L5 | Admitted-Finance |
Tender Value
₹40.0 L
EMD Value
₹79,960
Closing Date
29 Aug 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Rajouri
Construction of road from Kali Wala Nakka to Gali Mohalla ward No 06 Charhan ( Balance work)
2026_PWDJK_321541_8
e NIT NO 69 of 2026-27 Dated 19-08-2026
Open Tender
Civil Works
Percentage
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer
₹79,960
2 Sept 2026
19 Aug 2026
31 Aug 2026
19 Aug 2026
29 Aug 2026
19 Aug 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 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 591.72 | Cum | 256.85 | ₹1,51,983.28 |
| 2 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) | 28.82 | Cum | 4,826.5 | ₹1,39,099.73 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed | 262.08 | Cum | 4,774.46 | ₹12,51,290.48 |
| 4 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | 172.8 | Cum | 2,793.8 | ₹4,82,768.64 |
| 5Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete | |||||
| 5.1 | Foundations, footings, bases of columns | 384 | Sqm | 286.35 | ₹1,09,958.4 |
| 5.2 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | 288 | Sqm | 628.95 | ₹1,81,137.6 |
| 6 | Stone filling hand packed in horizontal level including the cost of the stone | 248.4 | Cum | 937.9 | ₹2,32,974.36 |
| 7 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 259 | Cum | 3,093.3 | ₹8,01,164.7 |
| 8 | Supplying and stacking of graded stone aggregate at site of size range 63mm to 45 mm .(excluding carriages) | 42.19 | Cum | 1,204.15 | ₹50,803.09 |
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