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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical R O CHOGLAMSAR | Accepted-Technical qualified |
| 2 | Not Admitted-Fee/PreQual/Technical MUDH LEH | LEH LADAKH | LADAKH | 194101 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical S O DECHEN ANGDU R O HIMYA LEH | LEH LADAKH | LADAKH | 194101 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹61.4 L
EMD Value
₹1.2 L
Closing Date
22 May 2026, 4:00 pmClosed
Executive Engineer RnB Nyoma
Office of the Executive Engineer RnB Nyoma
Construction of link road with culvert causeway and breast wall at Hemya under District Plan
2026_PWD_18855_4
62 of RnB nyoma
Open Tender
Civil Works - Roads
Percentage
60 days
Hemya Nyoma Leh
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
office of the Executive Enginer Rnb Nyoma
₹1.2 L
20 Jun 2026
16 May 2026
23 May 2026
16 May 2026
22 May 2026
16 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 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or 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 etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.
Deduct for not watering the excavated earth for banking | 1,965 | Cum | 416.33 | ₹8,18,088.45 |
| 2 | CARRIAGE OF MATERIALS ( MECHANICAL TRANSPORT) Earth….............02 km | 1,965 | Cum | 190.22 | ₹3,73,782.3 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge All kinds of soil | 267 | Cum | 208.42 | ₹55,648.14 |
| 4 | Constructing vertical bunds with sloping faces, by boulder filling (dry,handpacked tightly); including cost of stones but excluding cost of wirecrates | 225 | Cum | 1,494.48 | ₹3,36,258 |
| 5 | Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones
and weaving materials | 624.74 | Sqm | 100.68 | ₹62,898.82 |
| 6 | Add Cost of wire crates | 21 | No | 5,084.75 | ₹1,06,779.75 |
| 7 | CARRIAGE OF MATERIALS ( MECHANICAL TRANSPORT) Stone….............05 km | 471.75 | Cum | 236.64 | ₹1,11,634.92 |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 39.9 | Cum | 11,551.66 | ₹4,60,911.23 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 5,790 | Kg | 109.33 | ₹6,33,020.7 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 21.84 | Sqm | 635.45 | ₹13,878.23 |
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