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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Fee/PreQual/Technical/Finance | -27.11% | ₹4.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.9 LAdmitted-Fee/PreQual/Technical/Finance | -27.00% | ₹4.9 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.3 LAdmitted-Fee/PreQual/Technical/Finance | -21.03% | ₹5.3 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹6.1 LAdmitted-Fee/PreQual/Technical/Finance | -10.05% | ₹6.1 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹6.4 LAdmitted-Fee/PreQual/Technical/Finance | -6.00% | ₹6.4 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹6.8 L
EMD Value
₹13,540
Closing Date
18 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER REW DIVISION REASI
EXECUTIVE ENGINEER OFFICE REW DIVISION REASI, BLOCK NO. 2, ROOM NO. 205
Construction of lane and drain with allied work from Sarika house to Govind Singh Mohalla W.No. 4 Pyt PURANA DAROOR Block Katra Distt Reasi under capex BDC for the year 2026-27
2026_RDPR_320213_14
e-NIT No. 94 of REW REASl of 2026-27
Open Tender
Civil Works
Percentage
120 days
REASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MH 0515
₹13,540
26 Aug 2026
11 Aug 2026
19 Aug 2026
11 Aug 2026
18 Aug 2026
11 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 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | 280 | sqm | 2,412 | ₹6,75,360 |
| 2 | Earth work in excavation by manual 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: | 31.69 | Cum | 479.3 | ₹15,189.02 |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 24.5 | Cum | 4,826.5 | ₹1,18,249.25 |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 40.05 | Cum | 5,733.6 | ₹2,29,630.68 |
| 5 | Centring and shuttering including strutting propping etc and removal of formwork for: foundation footings,bases of columns etc for mass concrete. | 143.7 | sqm | 286.35 | ₹41,148.5 |
| 6 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory
compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 218.5 | sqm | 929.85 | ₹2,03,172.23 |
| 7 | "P/L 50 mm thick Cement concrete flooring in 1:2:4 mix using 20 mm aggregate with a floating coat of neat cement including cement slurry and curing complete 50mm thick with 20mm nominal size stone aggregate. | 6.62 | sqm | 562.15 | ₹3,721.43 |
| 8 | Carriage of Cement/Steel from an avg. distance of 5.00 K.M by MT | 10.8 | Mt | 178.43 | ₹1,927.04 |
| 9 | Carriage of sand and Aggregates from an avg. distance of 25.00 K.M by MT | 88.38 | Cum | 465.14 | ₹41,109.07 |
| 10 | Carriage of Stones from an avg. distance of 10.00 K.M by MT | 16.38 | Cum | 328.31 | ₹5,377.72 |
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