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Tender Value
₹44.1 L
EMD Value
₹88,120
Closing Date
30 Aug 2026, 6:00 pm2d left
EXECUTIVE ENGINEER PWD DN GHATOL
EXECUTIVE ENGINEER PWD DN GHATOL
Construction of CC Road on A/R Ganeshpura Km. 0/0 to 0/300. (Block-Ghatol)
2026_CEPWD_591879_1
NIT 08/2026-27 EE PWD DN GHATOL
Open Tender
Civil Works
Percentage
BANSWARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
AS MENTIONED IN NIT AND CONDITIONS
₹88,120
Yes
22 Aug 2026
22 Aug 2026
31 Aug 2026
22 Aug 2026
30 Aug 2026
22 Aug 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 | 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 | 616 | Cum | 161 | ₹99,176 |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C grade M 10 (1) For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar (i) Nominal mix 1:3:6 | 88 | Cum | 2,584 | ₹2,27,392 |
| 3 | 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. For All Rajasthan except Hanumangarh
R.C.C. grade M25 | 222.75 | Cum | 3,635 | ₹8,09,696.25 |
| 4 | 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 | 2.45 | Tonne | 80,077 | ₹1,96,188.65 |
| 5 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (1) For All Rajasthan except Bikaner | 178.13 | Cum | 2,418 | ₹4,30,718.34 |
| 6 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in | - | - | - | - |
| 7 | recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). | 376.16 | Cum | 5,160 | ₹19,40,985.6 |
| 8 | 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.
(I) Ordinary soil (i) Upto 3 m depth | 5.59 | Cum | 137 | ₹765.83 |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 (I) P.C.C grade M 10
For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar (i) Nominal mix 1:3:6 | 0.58 | Cum | 2,584 | ₹1,498.72 |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 (II)
For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar
P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 5.35 | Cum | 2,809 | ₹15,028.15 |
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