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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.7 LAccepted-Finance | ₹6.7 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹6.7 LRejected-Finance | ₹6.7 L | L-2 | Rejected-Finance L-2 |
Tender Value
₹6.7 L
EMD Value
₹13,500
Closing Date
7 Apr 2026, 12:30 pmClosed
EE RED LALITPUR
EE RED LALITPUR
Construction work of platform with tin shed at public place in village Pipariyabansha Block Birdha
2026_REDUP_1131324_1
1896/RED/NIVIDA/2025-26 Dt. 16.03.2026
Open Tender
Civil Works
120 days
LALITPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹13,500
22 Apr 2026
28 Mar 2026
7 Apr 2026
28 Mar 2026
7 Apr 2026
28 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 |
|---|---|---|---|---|---|
| 1Clearing jungle including up rooting of trunk vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared as per SI.No. 2.31 | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 | |||||
| 4Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as SI No-5.1.2 | |||||
| 5Centering and shuttering including stutting, propping etc. and removal of form. Foundation as per SI- 5.9.1 | |||||
| 6Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) DSR No. 7.1 | |||||
| 7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars DSR No. 5.22.1 | |||||
| 8Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) | |||||
| 9Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As SI No. 11.3.1 | |||||
| 10Kota stone slab flooring over 25 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : DSR No. 11.26.1 | |||||
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