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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.5 LAdmitted-Finance | -31.31% | ₹9.5 L | L1 | Admitted-Finance |
Tender Value
₹13.9 L
EMD Value
₹27,800
Closing Date
4 May 2026, 6:00 pmClosed
REGIONAL MANAGER
ITI ROAD, PALI
CIVIL WORKS
2026_RIICO_552858_1
2026-27/Pali/04
Open Tender
Civil Works
60 days
PALI
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
RIICO
₹27,800
5 May 2026
21 Apr 2026
5 May 2026
21 Apr 2026
4 May 2026
21 Apr 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 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 3 | Construction of un-reinforced , plain cement concrete pavement M-40 (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 a in fully automatic Batching Plant and transported to site in transit mixer for having continous 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 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 Slip Form Paver (laying and fixing of 125 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 should have minimum flexural strengthen of 4.5 MPa, including vaccum dewatering process with all required equipments. (Dowel Bars will be paid seprately). | - | Cum. | - | - | BI01010001010000000000000515BI0100001122 |
| 4 | Building Rubbish Stone metal (Grit and ballast etc.) For 1 Km. | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 5 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications, Size 1.25 M x 1.25 M | - | P.Rmt. | - | - | BI01010001010000000000000515BI0100001122 |
| 6 | Earth, Sand, Lime, Morrum manure or sludge For 1 Km. | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 7 | Silt clearance of drains, channels and canals with lift 1.5 Mtr. and lead up to 50Mtr. | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
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