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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13,173Admitted-Finance | ₹13,173 | L1 | Admitted-Finance |
| 2 | L2₹13,920Admitted-Finance | ₹13,920 | L2 | Admitted-Finance |
| 3 | L3₹15,432.06Admitted-Finance | ₹15,432.06 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AMANENTERPRISES L2 | G G CONSTRUCTION COMPANY L1 | VASUJA BUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. | 1 | cum | 400 ₹400 | 538 ₹538 | 399.35 ₹399.35 |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | 1 | cum | 500 ₹500 | 637 ₹637 | 452 ₹452 |
| 3.00 | 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 sum 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 | 1 | cum | 170 ₹170 | 175 ₹175 | 130 ₹130 |
| 4.00 | Carriage of earth,Sand ,line morrum, manure or sludge for 5 KM | 1 | cum | 150 ₹150 | 102 ₹102 | 75.71 ₹75.71 |
| 5.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305. | 1 | cum | 200 ₹200 | 221 ₹221 | 165 ₹165 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinthlevel :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | 1 | cum | 3,000 ₹3,000 | 2,700 ₹2,700 | 2,410 ₹2,410 |
| 7.00 | Providing and laying un-reinforced, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 | 1 | cum | 4,500 ₹4,500 | 3,700 ₹3,700 | 3,400 ₹3,400 |
| 8.00 | Construction of foundation/Inaugration pedstal in 23 cm thick brick masonary in CM 1:4 of size 1.20 m x1.80 m above ground level with 0.30m deep foundation in 34.5 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.75mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge | 1 | Each | 5,000 ₹5,000 | 5,100 ₹5,100 | 8,400 ₹8,400 |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
30 Dec 2025, 6:00 pmClosed
Executive Engineer
UIT Office Model Town, Sri Ganganagar.
CC Road at various places (East Side of Suratgarh Road), Sri Ganganagar.
2025_UITSG_521127_4
NIT 29 (2025-26) RajKaj Ref No. 19372935 Date 16-12-2025
Open Tender
Civil Works
180 days
Sri Ganganagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Secretary, UIT
₹50,000
Yes
17 Jan 2026
18 Dec 2025
31 Dec 2025
18 Dec 2025
30 Dec 2025
18 Dec 2025
Amount
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix.
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 sum 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
Carriage of earth,Sand ,line morrum, manure or sludge for 5 KM
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinthlevel :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying un-reinforced, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20
Construction of foundation/Inaugration pedstal in 23 cm thick brick masonary in CM 1:4 of size 1.20 m x1.80 m above ground level with 0.30m deep foundation in 34.5 cm thick brick masonry and 0.10m thick PCC 1:3:6 including providing and fixing granite stone of sizr 0.75mx0.60m with engraving letters and figures, 20mm cement plaster in CM 1:4, white washing etc. complete as per direction of Engineer-in-charge
AMANENTERPRISES (BID ID -3412264)
VASUJA BUILDERS (BID ID -3412061)
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