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Tender Value
₹3.5 Cr
EMD Value
₹7.1 L
Closing Date
24 Jun 2026, 6:00 pm
SE PWD CIRCLE JHALAWAR
SE PWD CIRCLE JHALAWAR
Const. of RCC Culvert and Approach road at Village Rajpura and Kalyakhera
2026_CEPWD_564867_4
SE PWD CIRCLE JHALAWAR NITNO-06/2026-27
Open Tender
Civil Works
210 days
JHALAWAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
2000 EE PWD DIV. JHALAWAR
₹7.1 L
Yes
SE PWD CIRCLE JHALAWAR
4 Jun 2026
4 Jun 2026
26 Jun 2026
4 Jun 2026
24 Jun 2026
4 Jun 2026
12 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 Depth upto 3 metre | 805.73 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Excavation for Structures Earthwork 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. Hard rock (blasting prohibited) | 319.8 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | 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. By blasting including blasting material in hard rock | 426.04 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 4 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15 | 181.81 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 5 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M25 | 311.24 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 6 | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 | 125.37 | Tonne | - | - | BI01010001010000000000000515BI0100001113 |
| 7 | Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formworkR.C.C. grade M30 above 5 metre & upto 10 metre height | 649.76 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 8 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 | 360 | Each. | - | - | BI01010001010000000000000515BI0100001113 |
| 9 | Structural Cement concrete for reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification 1500 & 1700. M 30 grade solid slab superstructure | 371.25 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 10 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix | 6.9 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
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