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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹85.4 LAdmitted-Finance | +5.00% | ₹85.4 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Rejected |
Tender Value
₹81.4 L
EMD Value
₹1.6 L
Closing Date
20 Apr 2026, 5:00 pmClosed
SE CIVIL RRVPNL Ajmer
SE CIVIL RRVPNL Ajmer
Construction of store shed guard hut and boundary wall at 132 KV GSS Besroli
2026_RRVPN_550610_1
NIT-02/2026-27 SE CIVIL AJMER
Open Tender
Civil Works
270 days
Besroli
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
Accounts officer T and C RVPN Merta City/MD RISL
₹1.6 L
Yes
11 May 2026
8 Apr 2026
21 Apr 2026
8 Apr 2026
20 Apr 2026
8 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth 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, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.
All kinds of soils | - | cum | - | - | 101 |
| 2 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (B/3.1.6) | - | cum | - | - | 102 |
| 3 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).B-6..6 | - | cum | - | - | 103 |
| 4 | Wall up to 30 Cm. and less thickness. B.6.3.4 | - | cum | - | - | 104 |
| 5 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) B.5.2.2 | - | cum | - | - | 105 |
| 6 | Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Add extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry . (B/5.8.3+5.9) | - | sqm | - | - | 106 |
| 7 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’ 30 mm thick shutter Commercial Veneer both side Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) ( B-76 / 8.13.2.1+8.14) | - | sqm | - | - | 107 |
| 8 | Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick Shesham wood grade I Add extra Wire gauge 24 gauge 14 mesh of IS 1568-1970 marked 85 gauge of dia 0.56 mm (B/8.6.1.3+8.6.8) | - | sqm | - | - | 108 |
| 9 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.
M20 grade Nominal Mix / Design Mix (B/4.1) | - | cum | - | - | 109 |
| 10 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.
M20 grade Nominal Mix / Design Mix (B/4.3) | - | cum | - | - | 110 |
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