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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAdmitted-Finance | ₹9.4 L | L1 | Admitted-Finance |
| 2 | L2₹9.8 LAdmitted-Finance | ₹9.8 L | L2 | Admitted-Finance |
| 3 | L3₹10.0 LAdmitted-Finance | ₹10.0 L | L3 | Admitted-Finance |
| 4 | L4₹10.1 LAdmitted-Finance | ₹10.1 L | L4 | Admitted-Finance |
| 5 | L5₹10.6 LAdmitted-Finance RANGAT | ₹10.6 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M KARIKALAN L5 | bhanwarsingh L4 | SELVAM RAJESH L2 | M/s ALAGUNEENA & COMPANY L3 | M/s AYUSH CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | ||||||||
| 1.01 | All kinds of soil. | 36 | cum | 190 ₹6,840 | 300 ₹10,800 | 350 ₹12,600 | 400 ₹14,400 | 300 ₹10,800 |
| 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. | 38.58 | cum | 230 ₹8,873.4 | 300 ₹11,574 | 350 ₹13,503 | 400 ₹15,432 | 300 ₹11,574 |
| 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. | 36 | cum | 130 ₹4,680 | 200 ₹7,200 | 300 ₹10,800 | 400 ₹14,400 | 150 ₹5,400 |
| 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 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) | 25.8 | cum | 8,700 ₹2,24,460 | 8,550 ₹2,20,590 | 8,000 ₹2,06,400 | 8,600 ₹2,21,880 | 7,500 ₹1,93,500 |
| 4.02 | 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) | 38.93 | cum | 8,700 ₹3,38,691 | 9,150 ₹3,56,209.5 | 9,500 ₹3,69,835 | 9,000 ₹3,50,370 | 8,300 ₹3,23,119 |
| 4.03 | 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) | 24.77 | cum | 10,800 ₹2,67,516 | 9,950 ₹2,46,461.5 | 10,200 ₹2,52,654 | 10,000 ₹2,47,700 | 9,300 ₹2,30,361 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for: | ||||||||
Tender Value
₹12.9 L
EMD Value
₹25,836
Closing Date
29 Jun 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Widening of CC Footpath into CC Road from Range Office to Chandra house at Rampur-IV under Gram Panchayat, Parnashala.
2026_RDPRI_23435_1
30/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
90 days
Parnashala
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹25,836
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 over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | |||||
| 1.01 | All kinds of soil. | - | cum | - | - |
| 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. | 1 | cum | - | - |
| 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 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) | - | cum | - | - |
| 4.02 | 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) | 1 | cum | - | - |
| 4.03 | 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 | - | - |
| 5Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
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