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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Found correct |
| 2 | Accepted-Technical | Accepted-Technical Found correct |
| 3 | Accepted-Technical | Accepted-Technical Found correct |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹45.0 L
EMD Value
₹89,980
Closing Date
18 May 2026, 4:00 pmClosed
Executive Engineer R and B Division Khaltsi
Office of the Executive Engineer R and B Division Khaltsi
Construction of link road from Tratpa to Larjay Zing via Rakrok house primary school sogra to Kasim House Sogra Tia (by way of R/wall). Under District plan
2026_PWD_18922_1
06 of R and B Khaltsi of 2026-27
Open Tender
Civil Works - Others
Percentage
30 days
Khaltsi
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Executive Engineer R and B Division Khaltsi
₹89,980
20 May 2026
11 May 2026
19 May 2026
11 May 2026
18 May 2026
11 May 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 foundation trenches or drains (not exceeding1.5 m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 190.95 | Cum | 278.09 | ₹53,101.29 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including
getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m,as
directed by Engineer-in-charge. All kinds of soil | 370 | Cum | 208.42 | ₹77,115.4 |
| 3 | Earth work in rough excavation, banking excavated earth in layers not exceeding
20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or
wood enor steel rammers, and rolling every 3rd and top-most layer with power
roller of minimum 8 tonnes and dressing up in embankments for roads, flood
banks,marginal banks and guide banks or filling up ground depressions, lead
upto 50 m and lift upto 1.5 m : All kinds of soil | 728.1 | Cum | 722.66 | ₹5,26,168.75 |
| 4 | Dumping stone excluding cost of stones. On Horizontal | 38.71 | Cum | 232.69 | ₹9,007.43 |
| 5 | Providing 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 38.71 | Cum | 5,725.33 | ₹2,21,627.52 |
| 6 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarses and : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 435.45 | Cum | 5,730.39 | ₹24,95,298.33 |
| 7 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 288 | Sqm | 486.19 | ₹1,40,022.72 |
| 8 | Dumping stone excluding cost of stones. on Slopes (Behind pitching) | 6.35 | Cum | 304.42 | ₹1,933.07 |
| 9 | Filling availableexcavatedearth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 4.23 | Cum | 220.41 | ₹932.33 |
| 10 | Carriage of material from source to site of work by Mechnical Transport including loading unloading and stacking. a) Cement an avg lead 25Km | 47.11 | MT | 382.65 | ₹18,026.64 |
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