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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.8 LAdmitted-Finance | -24.01% | ₹10.8 L | L1 | Admitted-Finance |
| 2 | L2₹11.6 LAdmitted-Finance | -18.23% | ₹11.6 L | L2 | Admitted-Finance |
| 3 | L3₹11.7 LAdmitted-Finance | -18.21% | ₹11.7 L | L3 | Admitted-Finance |
Tender Value
₹14.3 L
EMD Value
₹28,500
Closing Date
30 Mar 2026, 10:00 amClosed
EE PWD DN PARBATSAR
EE PWD DN PARBATSAR
PANCH GAURAV KARYKARM KE TAHT TEHSIL MAKARANA KE GRAM JUSRI MEIN VYAPAR SEWA KENDRA WITH MYUJIUM KE LIYE CHARDIWARI NIRMAAN KARY
2026_CEPWD_548649_1
NIT No 18 of 2025-26 EE PWD DN PARBATSAR
Open Tender
Civil Works
90 days
PARBATSAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD DN PARBATSAR, MD RISL JAIPUR
₹28,500
Yes
30 Mar 2026
26 Mar 2026
30 Mar 2026
26 Mar 2026
30 Mar 2026
26 Mar 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil.Upto 3 m depth | |||||
| 2Providing concrete forplain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104.P.C.C grade M 10.Nominal mix 1:3:6 | |||||
| 3Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry.In 1:4 cement mortar | |||||
| 4Providing 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 | |||||
| 5Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786).Thermo-mechanically Treated bars (Conforming of relevent IS code) | |||||
| 6Random 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). | |||||
| 7Plastering with cement mortar (1:4), 20 mm thick on Stone work. | |||||
| 8Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6,50 mm thick | |||||
| 9180cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 45cm. in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every tenth post to be strutted with 55x55x6mm. angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. | |||||
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