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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance | ₹1.3 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹1.5 Cr+₹16.2 L (12.3%)Accepted-Finance VILLAGE KOSANA TEHSIL PIPAR CITY DISTRICT JODHPUR PINCODE 342601 RAJASTHAN | JODHPUR | JODHPUR | RAJASTHAN | 342601 | ₹1.5 Cr+₹16.2 L (12.3%) | L2 | Accepted-Finance Accepted |
| 3 | L3₹1.6 Cr+₹24.1 L (18.4%)Accepted-Finance | ₹1.6 Cr+₹24.1 L (18.4%) | L3 | Accepted-Finance Accepted |
Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
25 May 2026, 6:00 pmClosed
Superintending Engineer
PWD Circle Phalodi
Development Work At Dechu Stadium
2026_CEPWD_561119_1
NIT No. 01 Item No. 02 of 2026-27 of PWD Circle Phalodi
Open Tender
Civil Works
Percentage
210 days
PWD Circle Phalodi
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Executive Eningeer / MD RISL
₹3.1 L
Yes
29 May 2026
21 May 2026
26 May 2026
21 May 2026
25 May 2026
21 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 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil | 2,500 | Sqm | 9 | ₹22,500 |
| 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. All kinds of soils | 137.21 | Cum. | 178 | ₹24,423.38 |
| 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). | 46.26 | Cum. | 3,302 | ₹1,52,750.52 |
| 4 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | 116.38 | Sqm | 157 | ₹18,271.66 |
| 5 | 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 | 32.23 | Cum. | 4,934 | ₹1,59,022.82 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. | 267.77 | Cum. | 64 | ₹17,137.28 |
| 7 | 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). | 68.61 | Cum. | 2,838 | ₹1,94,715.18 |
| 8 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 86.52 | Cum. | 3,479 | ₹3,01,003.08 |
| 9 | Add extra for facing as per design and detailed specifications including additional cost of stones. Course rubble facing Second sort. | 227.66 | Sqm | 491 | ₹1,11,781.06 |
| 10 | Add extra for facing as per design and detailed specifications including additional cost of stones . Add extra for rock facing using Jodhpur white sand stone with porper projection and chiesel dressing of edges of stone 2 line dressing for building corners,jambs including uniform joints. | 89.59 | Sqm | 290 | ₹25,981.1 |
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