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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAdmitted-Finance | ₹14.0 L | L1 | Admitted-Finance |
| 2 | L2₹15.0 L+₹95,476.85 (6.81%)Admitted-Finance BETAPUR | ₹15.0 L+₹95,476.85 (6.81%) | L2 | Admitted-Finance |
| 3 | L3₹15.8 L+₹1.8 L (12.7%)Admitted-Finance | ₹15.8 L+₹1.8 L (12.7%) | L3 | Admitted-Finance |
| 4 | L4₹16.5 L+₹2.5 L (17.9%)Admitted-Finance | ₹16.5 L+₹2.5 L (17.9%) | L4 | Admitted-Finance |
| 5 | L5₹16.6 L+₹2.6 L (18.4%)Admitted-Finance | ₹16.6 L+₹2.6 L (18.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M KARIKALAN L7 | K THANKACHAN AND SONS L2 | RAMU BHOOMI L5 | C. KANDASAMY L6 | S THIYAGARAJAN L1 | SELVAM RAJESH L3 | M/s AYUSH CONSTRUCTION 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. | 146.1 | cum | 230 ₹33,603 | 250 ₹36,525 | 310 ₹45,291 | 250 ₹36,525 | 201 ₹29,366.1 Lowest | 300 ₹43,830 | 400 ₹58,440 |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||||
| 2.01 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources) | 65.4 | cum | 9,100 ₹5,95,140 | 9,200 ₹6,01,680 | 10,500 ₹6,86,700 | 10,000 ₹6,54,000 | 8,500 ₹5,55,900 Lowest | 11,000 ₹7,19,400 | 8,750 ₹5,72,250 |
| 2.02 | 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) | 13.8 | cum | 8,700 ₹1,20,060 | 9,000 ₹1,24,200 | 8,800 ₹1,21,440 | 9,000 ₹1,24,200 | 8,000 ₹1,10,400 Lowest | 8,500 ₹1,17,300 | 8,250 ₹1,13,850 |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for: | ||||||||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | 494.72 | Sqm | 550 ₹2,72,096 | 200 ₹98,944 | 330 ₹1,63,257.6 | 400 ₹1,97,888 | 250 ₹1,23,680 | 100 ₹49,472 Lowest | 300 ₹1,48,416 |
| 4.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | ||||||||||
| 4.01 | 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). | 16.56 | cum | 12,700 ₹2,10,312 | 13,000 ₹2,15,280 | 12,100 ₹2,00,376 | 12,000 ₹1,98,720 Lowest | 12,500 ₹2,07,000 | 12,500 ₹2,07,000 | 12,500 ₹2,07,000 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||||||||
Tender Value
₹20.9 L
EMD Value
₹41,718
Closing Date
19 May 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of CC Drain with Slab Covering from Janakpur village road to Sandhya Sarkar house at ward No. 05 , Rangat under Panchayat Samiti, Rangat.
2026_RDPRI_22994_1
16/EE/PRI/NMA/MB/2026-27
Open Tender
Civil Works - Others
Works
90 days
Rangat
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹41,718
21 May 2026
12 May 2026
19 May 2026
12 May 2026
19 May 2026
12 May 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. | 1 | cum | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.01 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources) | - | cum | - | - |
| 2.02 | 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 | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 4Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||||
| 4.01 | 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 | cum | - | - |
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
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