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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAdmitted-Finance | ₹11.9 L | L1 | Admitted-Finance |
| 2 | L2₹14.1 LAdmitted-Finance | ₹14.1 L | L2 | Admitted-Finance |
| 3 | L3₹15.9 LAdmitted-Finance | ₹15.9 L | L3 | Admitted-Finance |
| 4 | L4₹17.4 LAdmitted-Finance SUBASHGRAM DIGLIPUR | ₹17.4 L | L4 | Admitted-Finance |
| 5 | L5₹18.6 LAdmitted-Finance | ₹18.6 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P R SINGARAM AND SONS L2 | KARTICK BAROI L5 | INDRAJIT BARMAN L3 | P L PALANIVELU L4 | MILAN ROY L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : | ||||||||
| 1.01 | All kinds of soil. | 530.07 | cum | 450 ₹2.4 L | 1,200 ₹6.4 L | 990 ₹5.2 L | 1,400 ₹7.4 L | 150 ₹79,510.05 |
| 2.00Earth 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. | ||||||||
| 2.01 | All kinds of soil. | 7.58 | cum | 200 ₹1,516 | 900 ₹6,822 | 450 ₹3,411 | 520 ₹3,941.60 | 100 ₹758 |
| 3.00 | 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. | 8.58 | cum | 100 ₹858 | 500 ₹4,290 | 200 ₹1,716 | 480 ₹4,118.40 | 80 ₹686.40 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||
| 4.01 | 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) | 25.36 | cum | 13,000 ₹3.3 L | 13,500 ₹3.4 L | 11,750 ₹3.0 L | 12,500 ₹3.2 L | 11,500 ₹2.9 L |
| 4.02 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources) | 0.34 | cum | 13,000 ₹4,420 | 13,600 ₹4,624 | 10,900 ₹3,706 | 11,000 ₹3,740 | 10,000 ₹3,400 |
| 4.03 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) | 37.88 | cum | 13,000 ₹4.9 L | 11,600 ₹4.4 L | 9,200 ₹3.5 L | 8,400 ₹3.2 L | 9,500 ₹3.6 L |
| 5.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement | ||||||||
Tender Value
₹21.9 L
EMD Value
₹43,898
Closing Date
24 Jun 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of Footpath from main road to Nibash Biswas house at Khudirampur ward No. 01 under Gram Panchayat, Diglipur.
2026_RDPRI_23396_1
44/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
180 days
Diglipur
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹43,898
25 Jun 2026
18 Jun 2026
24 Jun 2026
18 Jun 2026
24 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : | ||||||
| 1.01 | All kinds of soil. | 0.8 | cum | - | - | 1.01 |
| 2Earth 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. | ||||||
| 2.01 | All kinds of soil. | - | cum | - | - | 2.01 |
| 3Filling 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. | ||||||
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 4.01 | 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 | - | - | 4.01 |
| 4.02 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources) | - | cum | - | - | 4.02 |
| 4.03 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) | - | cum | - | - | 4.03 |
| 5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement | ||||||
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