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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹80.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹83.6 L+₹2.7 L (3.33%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shree Nath Construction L1 | KRISHNA CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Labour charges for spreading of available 20 to 63 mm nominal size hand / crusher broken stone aggregates in uniform layer of 100 mm thickness in yard of any substations (charged/uncharged GSS) with manual /Mechanical means, as permitted by engineer In charge with due care, as per safety norms of substations, complete in all respect with all lead and lift.
(Payment shall be done as per stack measurement, after deduction of voids, as per norms). | 230 | P.Cum | 200 ₹46,000 Lowest | 300 ₹69,000 |
| 2.00 | Supply & Fixing 30 mm thick ferro cement RCC cable trench covers up to span 1200mm CC grade M-30 having outer frame of M.S. flat 30x3 mm and reinforcement consisting of 6mm dia M.S. round bar both way at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers of G.I. wire mesh 12mm shape of 24 gauge including proper quantities of concrete additional admixture like plasticizer. bond improving compound etc. manufacture with vibro pressing system, 20% cover shall have lifting hooks of 10mm dia plain round bar to be fixed as directed MS flat/hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall to take for live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under defection not exceeding L/25. (excluding GST and inclusive of transportation charges.) | 210 | P.Sqm | 1,500 ₹3,15,000 Lowest | 1,600 ₹3,36,000 |
| 3.00 | Providing and fixing hermetic glass windows with 5 mm thick glass panes on the both sides having adequate space bar, gas fill cavity and dessicant. The frame and supporting members should be of stainless steel/aluminium. The windows should have both primery and secondary seal and sufficient gasket. | 1 | P.Sqm | 10,000 ₹10,000 Lowest | 15,000 ₹15,000 |
| 4.00 | Brick work with insulated bricks in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1 : 6 (1 cement : 6 coarse sand) | 12 | P.Cum | 5,000 ₹60,000 Lowest | 6,000 ₹72,000 |
Tender Value
₹79.3 L
EMD Value
₹1.6 L
Closing Date
10 Feb 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE CIVIL RVPN UDR
PATEL CIRCLE UDAIPUR
Construction of 2 nos 220 KV Bay at 400 KV GSS Bhilwara.
2026_RRVPN_535626_1
SE CIVIL RVPN UDR NIT 21 S.NO. 3
Open Tender
Civil Works
Percentage
150 days
BHILWARA
PLEASE REFER NIT AND TENDER DOCUMENTS
2 documents required · 2 mandatory
₹2,950
AO T AND C RVPN/MD RISL
₹1.6 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. (A) All kinds of soils.( B -1.8 ) | 110 | Cu.m | 178 | ₹19,580 |
| 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. (A) Ordinary Rock.( B -1.9.1 ) | 210 | Cu.m | 268 | ₹56,280 |
| 3 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in :Ordinary or hard rock.(B-1.26.2) | 270 | Cu.m | 61 | ₹16,470 |
| 4 | (B-44/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil. | 80 | Cu.m | 175 | ₹14,000 |
| 5 | (B-44/1.7.1) Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary Rock. | 560 | Cu.m | 251 | ₹1,40,560 |
| 6 | 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 | 80 | P.Cum | 3,302 | ₹2,64,160 |
| 7 | (B-69/6.1.6) 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). | 120 | P.Cum | 2,838 | ₹3,40,560 |
| 8 | (B-69/6.3.4) Add extra for Random Rubble stone masonry with hard stone in walls upto 30 cm & less thickness. | 40 | P.Cum | 186 | ₹7,440 |
| 9 | 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 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix (B-4.1) | 240 | P.Cum | 4,934 | ₹11,84,160 |
| 10 | (B-54/3.1.2) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering; All up to plinth level, M15 grade nominal mix 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size). | 3 | P.Cum | 4,624 | ₹13,872 |
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