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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | +2.00% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹3.6 L (2.10%)Admitted-Finance | +4.14% | ₹1.8 Cr+₹3.6 L (2.10%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹17.7 L (10.3%)Admitted-Finance | +12.47% | ₹1.9 Cr+₹17.7 L (10.3%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
10 Feb 2026, 6:00 pmClosed
SE CIVIL RVPN UDR
PATEL CIRCLE UDAIPUR
Construction of Boundary wall, Store shed and Guard hut at 132 KV GSS Badliyas Bhilwara.
2026_RRVPN_535659_1
SE CIVIL RVPN UDR NIT 21 S.NO. 5
Open Tender
Civil Works
Percentage
240 days
BADLIYAS
PLEASE REFER NIT AND TENDER DOCUMENTS
2 documents required · 2 mandatory
₹5,900
AO T AND C RVPN/MD RISL
₹3.4 L
Yes
13 Mar 2026
5 Feb 2026
11 Feb 2026
5 Feb 2026
10 Feb 2026
5 Feb 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 )/ 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. B-1.8 | 584 | P.Cum | 178 | ₹1,03,952 |
| 2 | 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. Ordinary Rock B-1.9.1 | 584 | P.Cum | 268 | ₹1,56,512 |
| 3 | 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 | 214 | P.Cum | 3,302 | ₹7,06,628 |
| 4 | 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-6.1.6 | 2,512 | P.Cum | 2,838 | ₹71,29,056 |
| 5 | Brick work with clay flyash F.P.S. brick (IS 13757- 1993 ) of class designation 75 in superstructure above plinth level upto floor five level in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) B-5.15.2 | 326 | Cum | 4,832 | ₹15,75,232 |
| 6 | Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey ,Upto 45 cm length and two corners are free B-5.3.2 | 65 | Cum | 163 | ₹10,595 |
| 7 | 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) B-5.8.3 | 32 | P.Sqm | 526 | ₹16,832 |
| 8 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' : 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) Over item no. 8.13. 30 mm thick . Commercial Veneer both side ( B-8.13.2.1+8.14) | 8 | P.Sqm | 1,982 | ₹15,856 |
| 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) | 10 | P.Cum | 4,934 | ₹49,340 |
| 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) | 20 | P Cum | 5,185 | ₹1,03,700 |
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