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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹2.3 L (2.18%)Admitted-Finance | ₹1.1 Cr+₹2.3 L (2.18%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M.Z.ENTERPRISE L2 | M/S MAHENDRA & SONS TRADERS L1 |
|---|---|---|---|---|---|
| 1.00SCHEDULE `A' PART-I (Retaining wall incl drainage system of Bn HQ Changlang) (a) RRM RETAINING WALL OF HT 4.00M | |||||
| 1.10 | Earthwork in excavation by mechanical (hydraulic excavator)/ manual means over area exc 30 cm in depth,1.5m in width as well as 10 sqm on plan incuding getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engr in Charge in all kinds of soil. | 81.6 | Cum | 800 ₹65,280 | 550 ₹44,880 Lowest |
| 1.20 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m in ordinary rock | 51.84 | Cum | 1,100 ₹57,024 Lowest | 1,200 ₹62,208 |
| 1.30 | Providing and laying in position PCC(1:4:8) in foundation. | 8.64 | Cum | 1,300 ₹11,232 Lowest | 12,000 ₹1,03,680 |
| 1.40 | Providing and laying random rubble masonary with hard stone in superstructure incl levelling up with cement mortar 1:6 in retaining wall. | 99 | Cum | 1,600 ₹1,58,400 Lowest | 14,500 ₹14,35,500 |
| 1.50 | Providing raised and cut pointing on stonework with cement mortar 1:3. | 52.68 | Sqm | 1,600 ₹84,288 | 1,500 ₹79,020 Lowest |
| 1.60 | Providing and laying PVC pipe 75 mm dia to length for weep holes. | 79.2 | RM | 600 ₹47,520 | 500 ₹39,600 Lowest |
| 1.70 | Providing and laying cement concrete (1:2:4) in coping of retaining walls | 0.4 | Cum | 20,000 ₹7,920 | 15,000 ₹5,940 Lowest |
| 2.00(b) RRM RETAINING WALL OF HT 1.80 M | |||||
| 2.10 | Earthwork in excavation by mechanical (hydraulic excavator)/ manual means over area exc 30 cm in depth,1.5m in width as well as 10 sqm on plan incuding getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engr in Charge in all kinds of soil. | 77.4 | Cum | 750 ₹58,050 Lowest | 750 ₹58,050 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
8 Feb 2025, 5:10 pmClosed
SO-1(Wks), HQ DGAR
Engineer Branch, HQ DGAR, Laitkor, Shillong - 10
Provision of Helipad including allied wks for Company Operating Base Ranglum and retaining wall including drainage system and allied works at Battalion HQ of Assam Rifles Battalion at Changlang
2025_ARMHA_844958_1
VIII.11014/8668/25 Sect
Open Tender
Civil Works
Works
180 days
Changlang
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
DGAR
₹2.1 L
19 Jun 2025
17 Jan 2025
10 Feb 2025
17 Jan 2025
8 Feb 2025
17 Jan 2025
17 Jan 2025 - 8 Feb 2025
Amount
SCHEDULE `A' PART-I (Retaining wall incl drainage system of Bn HQ Changlang) (a) RRM RETAINING WALL OF HT 4.00M
Earthwork in excavation by mechanical (hydraulic excavator)/ manual means over area exc 30 cm in depth,1.5m in width as well as 10 sqm on plan incuding getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engr in Charge in all kinds of soil.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m in ordinary rock
Providing and laying in position PCC(1:4:8) in foundation.
Providing and laying random rubble masonary with hard stone in superstructure incl levelling up with cement mortar 1:6 in retaining wall.
Providing raised and cut pointing on stonework with cement mortar 1:3.
Providing and laying PVC pipe 75 mm dia to length for weep holes.
Providing and laying cement concrete (1:2:4) in coping of retaining walls
(b) RRM RETAINING WALL OF HT 1.80 M
Earthwork in excavation by mechanical (hydraulic excavator)/ manual means over area exc 30 cm in depth,1.5m in width as well as 10 sqm on plan incuding getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engr in Charge in all kinds of soil.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m in ordinary rock
Providing and laying in position PCC(1:4:8) in foundation.
Providing and laying random rubble masonary with hard stone in superstructure incl levelling up with cement mortar 1:6 in retaining wall.
Providing raised and cut pointing on stonework with cement mortar 1:3.
Providing and laying PVC pipe 75 mm dia to length for weep holes.
Providing and laying cement concrete (1:2:4) in coping of retaining walls
(c) STORM WATER DRAIN
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m in ordinary rock
Providing and laying in position cement concrete of grade PCC 1:3:6 excluding the cost of centering and shuttering in drains
Use & waste of formwork for sides of drains
SCHEDULE `A' PART-II (Helipad including allied works for Company Operating Base Ranglum)
Earth work in surface excavation not exceeding 30 cm in depth but exc 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge
Supplying, laying, spreading & compacting stone aggregate of sizes 63 to 45 mm in uniform thickness , hand picking, rolling with road roller to proper grade and camber , applying requisite type screening /binding material to fill up interstices
Providing and laying cement concrete 1:2:4 in pavements, laid to required slope and camber in panels as reqd including consolidation finishing and tamping complete
Providing & laying in position bitumen hot sealing compound for expansion joints etc
Applying two or more coats of Epoxy paint as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in for lettering on concrete surface etc
M.Z.ENTERPRISE (BID ID -3168370)
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