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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | +4.55% | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.6 Cr+₹30.4 L (9.24%)Admitted-Finance I G NAGAR JAGATHPURA JAIPUR RAJ 30201 | 30201 | +14.52% | ₹3.6 Cr+₹30.4 L (9.24%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Shortfall documents not submitted by bidder |
| Sl No | Description | Qty | Unit | M/s Abid Construction Company L2 | M/s Kishan Sahay Meena L1 |
|---|---|---|---|---|---|
| 1.00 | Labour charges for spreading of available 20 to 63 mm nominal size hand/ crushed broken stone aggrageta in uniform layer on 100 mm thickness in yard of any substation (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 anf lift (Payment shall be done as per stack measurment, after deduction of voided, as per norms. | 6 | Cum | 171 ₹1,026 | 160 ₹960 Lowest |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
29 Jul 2026, 11:00 amClosed
SE CIVIL JAIPUR
Chambal Power house hawa sadak sodala jaipur
Construction of control room store shed, Guard Hut parking shed boundary wall internal fencing and water supply system at 220 kV GSS Salarpur
2026_RRVPN_573940_1
RVPN/SE/CIVIL/JPR/NIT12/01
Open Tender
Civil Works
Percentage
330 days
Salarpur Alwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Accounts Officer T and C RRVPNL Jaipur CITY
₹6.4 L
Yes
16 Sept 2026
8 Jul 2026
30 Jul 2026
8 Jul 2026
29 Jul 2026
8 Jul 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 | B-1/1.8 Earth work in excavation by mechanical means Hydraulic excavator/manual means in found trenches or drains not exceeding 1.5 M in width or 10 Sqm on plan including dressing of sides and ramming of bottom lift upto 1.5 Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr all kind of soils. | - | Cum | 178 | - |
| 2 | B-3/3.1.6 P&L in position Cement Concrete incl. Curing compaction etc. of specified Grade Excl. the cost of Centering & Shuttering all works up to Plinth level 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | - | Cum | 3,302 | - |
| 3 | B-6/6.1.6 Random Rubble stone masonry with hard stone in Foundation and plinth in Cement Sand Mortar 1:6 (1 cement:6 sand) above 30 CM thick walls. | - | Cum | 2,838 | - |
| 4 | B-5/5.2.2 Brick work with F.P.S brick of class designation 75 in Super Structure above Plinth Level up to floor V level In all shapes and size in CM 1:6 ( 1 cement : 6 coarse sand) | - | Cum | 4,990 | - |
| 5 | B-6/6.3.4 Add extra for Random Rubble stone masonry with hard stone in Wall upto 30cm. and less thickness. | - | Cum | 186 | - |
| 6 | B-5/5.8.3 Half brick masonry Super Structure above Plinth Level up to floor V level using bricks of designation 75 in CM 1:6 ( 1 cement : 6 sand ). | - | Sqm | 526 | - |
| 7 | B-5/5.3.1 Add extra for Square of rectangular pillars in superstructure brick work up to five story upto 45 cm length and all sides are free | - | Cum | 327 | - |
| 8 | B-5/5.1.2 Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) | - | Cum | 4,263 | - |
| 9 | B-5/5.10.2 Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using bricks of class designation 75 in :Cement mortar 1 : 4 (1 cement : 4 coarse sand) | - | Sqm | 377 | - |
| 10 | (B-9/9.6.3) Providing and fixing pressed steel door frames confirming to IS:4351 manufactured from commercial mild steel sheet of 1.25 mm (16 gauge) thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4 (M15 grade) complete as directed by Engineer-in-charge. Profile E : Door Frame Double | - | Mtr | 506 | - |
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