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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Finance | ₹4.8 L | L1 | Admitted-Finance |
| 2 | L2₹4.8 L+₹2,740.50 (0.57%)Admitted-Finance | ₹4.8 L+₹2,740.50 (0.57%) | L2 | Admitted-Finance |
| 3 | L3₹5.0 L+₹19,560.50 (4.08%)Admitted-Finance | ₹5.0 L+₹19,560.50 (4.08%) | L3 | Admitted-Finance |
| 4 | L4₹5.0 L+₹19,910.50 (4.15%)Admitted-Finance | ₹5.0 L+₹19,910.50 (4.15%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical COLLINPUR SOUTH ANDAMAN | - | - | Not Admitted-Fee/PreQual/Technical Others-Technical Bid Rejected due to all documents of hard copy not submitted hence rejected |
| Sl No | Description | Qty | Unit | VIVEKANANDA SIKDER L2 | M/S GURUNATH CONSTRUCTION L4 | M/s Excel Engineers Construction L3 | RADHEY KRISHNA UN-EMPLOYED CONSTRUCTION CO-OP SOCIETY LTD L1 |
|---|---|---|---|---|---|---|---|
| 1.00Earth 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||||
| 1.01 | All kinds of soil. | 28.35 | cum | 300 ₹8,505 | 300 ₹8,505 | 400 ₹11,340 | 250 ₹7,087.5 Lowest |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 9.45 | cum | 300 ₹2,835 | 200 ₹1,890 | 300 ₹2,835 | 160 ₹1,512 Lowest |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||
| 3.01 | 1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources) | 36.23 | cum | 10,000 ₹3,62,300 Lowest | 10,500 ₹3,80,415 | 11,000 ₹3,98,530 | 10,000 ₹3,62,300 Lowest |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for: | |||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 66.9 | Sqm | 350 ₹23,415 | 350 ₹23,415 | 300 ₹20,070 Lowest | 350 ₹23,415 |
| 5.0012 mm Cement Plaster of mix: | |||||||
| 5.01 | 1:4 (1 Cement :4 River Sand) | 189 | Sqm | 450 ₹85,050 | 450 ₹85,050 | 350 ₹66,150 Lowest | 450 ₹85,050 |
Tender Value
₹5.8 L
EMD Value
₹11,568
Closing Date
29 Jun 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of CC Footpath from Fire Station to Jaidhar house via Suresh Indwar House at Sundergarh Ward No. 01 under Gram Panchayat, Sundergarh.
2026_RDPRI_23444_1
32/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
120 days
Sundergarh.
Refer tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹11,568
1 Jul 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.01 | All kinds of soil. | - | cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 1 | cum | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.01 | 1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources) | 1 | cum | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 512 mm Cement Plaster of mix: | |||||
| 5.01 | 1:4 (1 Cement :4 River Sand) | - | Sqm | - | - |
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