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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.8 LAdmitted-Finance | -27.25% | ₹23.8 L | L1 | Admitted-Finance |
| 2 | L2₹24.4 LAdmitted-Finance | -25.55% | ₹24.4 L | L2 | Admitted-Finance |
| 3 | L3₹25.8 LAdmitted-Finance B 3 NEW COLONY KHATIPURA JHOTWARA JAIPUR 302012 | JAIPUR | RAJASTHAN | 302012 | -21.31% | ₹25.8 L | L3 | Admitted-Finance |
| 4 | L4₹27.8 LAdmitted-Finance | -14.99% | ₹27.8 L | L4 | Admitted-Finance |
| 5 | L5₹28.8 LAdmitted-Finance H NO DB 32 SECTOR 36 SUNCITY ROHTAK 124001 | ROHTAK | HARYANA | 124001 | -11.98% | ₹28.8 L | L5 | Admitted-Finance |
Tender Value
₹32.8 L
EMD Value
₹65,520
Closing Date
23 Feb 2026, 1:00 pmClosed
Executive Officer, Nagar Palika, Phagi
Executive Officer, Nagar Palika, Phagi
Construction of C.C. Road and Nala from Back side Nagar Palika Office State Highway to Madhorajpura road in Municipal Area Phagi
2026_DLB_537217_1
NIT 5566 DATED 09/02/2026 NAGAR PALIKA PHAGI
Open Tender
Civil Works
60 days
Phagi
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
E.O., Nagar Palika, Phagi / MD RISL Jaipur
₹65,520
Yes
6 Mar 2026
11 Feb 2026
25 Feb 2026
11 Feb 2026
23 Feb 2026
11 Feb 2026
CC Road Work PART - A
Earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of Engineer for following depths, below naturalground / 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
Carriage of Materials bymechanical transport including loading,unloading and stacking :: Earth For 1 Km
Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material
Providing and laying lean cement concrete 1:4:8 in 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 onstruction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, ompacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
Nallah Construction Work (Part B)
Earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of Engineer for following depths, below naturalground / 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
Carriage of Materials bymechanical transport including loading,unloading and stacking :: Earth For 1 Km
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level Code) 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix :1:4 (1 cement : 4 fine/ coarse sand)
Reinforced Ferro-Cement drain covers designed for 'A' class loading of size 1500 x 600 mm
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.
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