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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹98.7 L+₹1.9 L (2.00%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹1.1 Cr+₹13.7 L (14.1%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s K B Enterprises L1 | M/S YOGESH CHANDRA AGARWAL L2 | M/S SWETA ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART-I (PCC HARD STANDING) | ||||||
| 1.01 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 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: All kinds of soil | 1,000 | Sqm | 60 ₹60,000 Lowest | 100 ₹1,00,000 | 500 ₹5,00,000 |
| 1.02 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 1,000 | Sqm | 540 ₹5,40,000 | 500 ₹5,00,000 | 100 ₹1,00,000 Lowest |
| 1.03 | Supplying. Laying and compacting stone aggregate of 90 mm to 45 mm size stone aggregate incl spreading, in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne. | 150 | Cum | 6,000 ₹9,00,000 | 6,000 ₹9,00,000 | 5,000 ₹7,50,000 Lowest |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4, stone aggregate 20 mm nominal size. | 200 | Cum | 7,000 ₹14,00,000 Lowest | 7,000 ₹14,00,000 Lowest | 15,000 ₹30,00,000 |
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 12 | Sqm | 500 ₹6,000 Lowest | 500 ₹6,000 Lowest | 600 ₹7,200 |
| 1.06 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. | 1,575 | RM | 107 ₹1,68,525 Lowest | 130 ₹2,04,750 | 300 ₹4,72,500 |
| 2.00SCHEDULE ‘A’ PART-II (PCC DRAINS as Drg No. DMR/Engr/ 2017/227 Sheet No. 1/1 | ||||||
| 2.01 | Earth work in excavation by mechanical means/ 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 bottom | 44 | Cum | 500 ₹22,000 Lowest | 500 ₹22,000 Lowest | 500 ₹22,000 Lowest |
| 2.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6. | 20 | Cum | 6,000 ₹1,20,000 Lowest | 6,000 ₹1,20,000 Lowest | 9,000 ₹1,80,000 |
Tender Value
Refer Docs
EMD Value
₹1.8 L
Closing Date
2 Nov 2023, 10:00 amClosed
SO-1 (Wks), HQ DGAR
HQ DGAR, Laitkor, Shillong
Special repair to existing hard standing, drain and retaining wall for AR Bn at Kangvai
2023_ARMHA_776357_1
14107/27 Sect/7919/Engr/OB/2023-24
Open Tender
Civil Works
Item Rate
365 days
Kangvai
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
HQ DGAR, Laitkor, Shillong
₹1.8 L
24 Nov 2023
13 Oct 2023
3 Nov 2023
13 Oct 2023
2 Nov 2023
13 Oct 2023
13 Oct 2023 - 27 Oct 2023
Amount
SCHEDULE ‘A’ PART-I (PCC HARD STANDING)
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 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: All kinds of soil
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Supplying. Laying and compacting stone aggregate of 90 mm to 45 mm size stone aggregate incl spreading, in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4, stone aggregate 20 mm nominal size.
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound.
SCHEDULE ‘A’ PART-II (PCC DRAINS as Drg No. DMR/Engr/ 2017/227 Sheet No. 1/1
Earth work in excavation by mechanical means/ 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 bottom
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6.
Providing and laying in position cement concrete (cast-in-situ) 1:2:4, excluding the cost of centering and shuttering
Providing and laying in position centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Providing and laying in position 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4.
SCHEDULE ‘C’ PART-III (RR Masonry Retaining wall as Drg No. DMR/Engr/2017/227 Sheet No. 1/1 )
Earth work in excavation by mechanical means/ manual means over areas (exceeding 30cm in depth. 1.5 m in width) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil.
Earth work in excavation by mechanical means/ manual means in foundation trenches or drains (not exceeding 1.5 m in width), 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.
Providing and laying in position cement concrete (cast-in-situ) 1:4:8, excluding the cost of centering and shuttering
Providing and laying in position random rubble masonry in cement mortar 1:6.
Providing and laying in position cement concrete (cast-in-situ) 1:2:4 in coping with necessary form work.
Providing and layingin position raised pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand)
Providing and laying in position hand packing at back of wall with broken stone agg 63 mm nominal size.
Providing and laying in position cement concrete 1:3:6 for weep holes.
Providing and laying in position uPVC pipes (working pressure 4 kg / cm 2 ) Single socketed pipe 110 mm dia
M/S YOGESH CHANDRA AGARWAL
M/S SWETA ENTERPRISES
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