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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Finance | ₹3.6 L | L1 | Admitted-Finance |
| 2 | L2₹3.9 L+₹38,958 (11.0%)Admitted-Finance | ₹3.9 L+₹38,958 (11.0%) | L2 | Admitted-Finance |
| 3 | L3₹4.2 L+₹67,645.50 (19.0%)Admitted-Finance SUBASHGRAM DIGLIPUR | ₹4.2 L+₹67,645.50 (19.0%) | L3 | Admitted-Finance |
| 4 | L4₹4.2 L+₹69,304.50 (19.5%)Admitted-Finance | ₹4.2 L+₹69,304.50 (19.5%) | L4 | Admitted-Finance |
| 5 | L5₹4.8 L+₹1.3 L (36.0%)Admitted-Finance | ₹4.8 L+₹1.3 L (36.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P R SINGARAM AND SONS L2 | KARTICK BAROI L5 | T KISHOR L6 | P L PALANIVELU L3 | MILAN ROY L1 | MANOJ PAUL L4 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 72 | cum | 150 ₹10,800 | 250 ₹18,000 | 500 ₹36,000 | 400 ₹28,800 | 135 ₹9,720 Lowest | 260 ₹18,720 |
| 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 | cum | 100 ₹900 | 250 ₹2,250 | 300 ₹2,700 | 280 ₹2,520 | 80 ₹720 Lowest | 220 ₹1,980 |
| 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 | 1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources). | 1.5 | cum | 12,000 ₹18,000 | 13,000 ₹19,500 | 13,000 ₹19,500 | 15,000 ₹22,500 | 11,500 ₹17,250 Lowest | 13,500 ₹20,250 |
| 3.02 | 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) | 19.5 | cum | 10,000 ₹1,95,000 | 11,800 ₹2,30,100 | 12,000 ₹2,34,000 | 9,800 ₹1,91,100 | 8,500 ₹1,65,750 Lowest | 10,500 ₹2,04,750 |
| 3.03 | 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) | 8.25 | cum | 9,000 ₹74,250 | 10,800 ₹89,100 | 10,000 ₹82,500 | 7,800 ₹64,350 | 7,440 ₹61,380 Lowest | 8,900 ₹73,425 |
| 4.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 86.7 | Kg | 100 ₹8,670 Lowest | 130 ₹11,271 | 125 ₹10,837.5 | 125 ₹10,837.5 | 135 ₹11,704.5 | 120 ₹10,404 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for: | |||||||||
Tender Value
₹5.8 L
EMD Value
₹11,559
Closing Date
24 Jun 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of CC Drain from Alagar Swamy qtr. to Raja Rao house at Diglipur ward No. 05 under Gram Panchayat, Diglipur.
2026_RDPRI_23390_1
42/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
90 days
Diglipur
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹11,559
25 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
24 Jun 2026
17 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 | - | - |
| 2Filling 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. | |||||
| 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 | 1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources). | - | cum | - | - |
| 3.02 | 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 | - | - |
| 3.03 | 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 | - | - |
| 4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - |
| 5Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
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