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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Finance | -5.50% | ₹6.7 L | L1 | Admitted-Finance |
Tender Value
₹7.4 L
EMD Value
₹14,740
Closing Date
27 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER VAISHALI NAGAR ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
Construction of Rain Water Harvesting Structure in Chitrakoot Vaishali Nagar Zone.
2026_DLB_551798_1
02 EXECUTIVE ENGINEER VAISHALI NAGAR ZONE
Open Tender
Civil Works
60 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹500
ONLINE PAY IN JAIPURMC WEBSITE
₹14,740
Yes
30 Apr 2026
15 Apr 2026
28 Apr 2026
15 Apr 2026
27 Apr 2026
16 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 |
|---|---|---|---|---|---|
| 1 | (4.10.1.1) Earth work in excavation in foundation,trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar,etc.Depth upto 1.5 m | - | Cum | - | - |
| 2 | (4.10.1.2) Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1 | - | Cum | - | - |
| 3 | (1.1.3) Carriage of Materials by mechanical transport including loading,unloading and stacking ::Stone,boulders,gravelly material uptp 5Km. | - | cum | - | - |
| 4 | (21.1.2) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | - | Cum | - | - |
| 5 | (25.1.2) Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand) | 1 | Cum | - | - |
| 6 | (32.3.2) Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm
length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) | - | Sqm | - | - |
| 7 | (32.9) Neat cement punning | - | sqm | - | - |
| 8 | (12.7.1) Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge.Average thickness 60 to 75 mm | 1 | Sqm | - | - |
| 9 | (23.19.6) Reinforcement for R.C.C. work at all levels including straightening,cutting, bending,placing in position and binding all complete.Thermo-Mechanically Treated bars. | - | kg | - | - |
| 10 | (34.35.1) Constructing masonry Chamber 60x45x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand :10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With F.P.S. bricks | - | cum | - | - |
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