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Tender Value
₹40.0 L
EMD Value
₹79,960
Closing Date
20 Jul 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer PWD Dn Simalwara
Reconstruction of Damaged CD Work Package RJ-14-02 Under SR to CD
2026_CEPWD_574586_2
NIT_05_2026_27_PWD_DN_SIM
Open Tender
Civil Works - Bridges
Percentage
90 days
Simalwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EGRASS CHALLAN AS PER NIT
₹79,960
Yes
11 Jul 2026
11 Jul 2026
21 Jul 2026
11 Jul 2026
20 Jul 2026
11 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 | Reconstruction of Damaged Slab Culvert at Udariya Ambara Road Ch 3/800
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre | 468.16 | Cum | 161 | ₹75,373.76 |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702,1703,2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) | 30.93 | Cum | 2,809 | ₹86,882.37 |
| 3 | Cement Concrete for plain/reinforced concrete in open foundation at any level,complete as per drawing and technical specifications as per MoRTH Specification:Section1200,1500& 1700 including formwork etc.R.C.C. grade M30 | 169.73 | Cum | 4,689 | ₹7,95,863.97 |
| 4 | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation,Sub structure and super structure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 | 15.95 | MT | 80,077 | ₹12,77,228.15 |
| 5 | Providing and laying reinforced cement concrete in super structure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C. Grade M 30 | 46.28 | Cum | 4,353 | ₹2,01,456.84 |
| 6 | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation,Sub structure and super structure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 | 4.77 | MT | 80,077 | ₹3,81,967.29 |
| 7 | Providingand laying filtermediawithgranular crushedaggregatesasper specification toa thickness of not less than600mmwith smaller size towards thesoil andbigger size towards thewall andprovidingover the entire surfacebehindabutment, wingwall, returnwall to the full height, compacted to firm condition complete as per drawing and MoRTH specification Clause 2204.6 & 2504.2.2 | 56.25 | Cum | 565 | ₹31,781.25 |
| 8 | Providing A.C pipe Weep holes 150 mm dia in Masonry/Plain Concrete/. Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 | 25.2 | Mtr | 186 | ₹4,687.2 |
| 9 | Backfilling behind abutment, wingwall and returnwall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material | 88.88 | Cum | 427 | ₹37,951.76 |
| 10 | Wearing Coat of Damaged Vented Causeway of Kunwa to Gariyata Road
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the sizeof coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table600-1, cement content not to be less than150kg/ cum, optimum moisture content to be determined during trial length construction,concrete strengthnot to be less than 10Mpa at 7days, mixed in a fully automatic computerised batching plant, transported to site, laidwithapaverwithelectronicsensor, compactingwith8-10 tonnes vibratory roller, finishing and curing. | 68.6 | Cum | 2,418 | ₹1,65,874.8 |
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