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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₹18.2 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹20.7 Cr+₹2.6 Cr (14.1%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹21.1 Cr+₹2.9 Cr (16.1%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹21.1 Cr+₹3.0 Cr (16.3%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹23.1 Cr+₹4.9 Cr (27.2%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹25.3 Cr
EMD Value
₹50.5 L
Closing Date
7 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE WR ZONE KOTA
CE WR ZONE KOTA
Construction of Flood diversion works for Seemaliya Town Tehsil Digod District Kota
2025_WRDAS_498861_1
CE WR ZONE KOTA NITNO-28/2025-26
Open Tender
Civil Works
Percentage
730 days
KOTA
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
10000 EE WR DIV. KOTA
₹50.5 L
Yes
CE WR ZONE KOTA
14 Nov 2025
4 Sept 2025
8 Oct 2025
4 Sept 2025
7 Oct 2025
4 Sept 2025
10 Sept 2025
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 | Side shuttering including propping etc. complete (to achieve finish F 2 for Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. | 40,560.4 | sqm | 220 | ₹89,23,288 |
| 2 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing | 1,794 | sqm | 225 | ₹4,03,650 |
| 3 | Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786) | 11,30,314.07 | KG | 89 | ₹10,05,97,952.23 |
| 4 | Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving -specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrers M-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Category 'B' denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 | 3,168 | Sqm | 827 | ₹26,19,936 |
| 5 | Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. | 2,779.5 | Cum | 762.3 | ₹21,18,812.85 |
| 6 | Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required. | 80.4 | Cum | 1,030.1 | ₹82,820.04 |
| 7 | Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.
In cement mortar | 535.65 | cum | 576.8 | ₹3,08,962.92 |
| 8 | Cutting & clearance of jungle, bushes, shrubs Ankra/ Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.
Thick | 1,01,000 | sqm | 2.5 | ₹2,52,500 |
| 9 | Providing bitumen joints filter sheet conforming to IS: 1838-1983
12 mm | 240 | SQM | 630 | ₹1,51,200 |
| 10 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 600mm ( Excluding Labour Charges )
NP-3 Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
(diametre) 600mm (Labour Charges only) | 90 | RM | 3,329 | ₹2,99,610 |
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