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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.6 LAccepted-AOC | ₹33.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹35.4 L+₹1.8 L (5.35%)Rejected-AOC | ₹35.4 L+₹1.8 L (5.35%) | L2 | Rejected-AOC L2 |
| 3 | L3₹35.9 L+₹2.4 L (7.04%)Rejected-AOC | ₹35.9 L+₹2.4 L (7.04%) | L3 | Rejected-AOC L3 |
| 4 | L4₹36.3 L+₹2.8 L (8.20%)Rejected-AOC | ₹36.3 L+₹2.8 L (8.20%) | L4 | Rejected-AOC L4 |
| 5 | L5₹38.1 L+₹4.6 L (13.6%)Rejected-AOC | ₹38.1 L+₹4.6 L (13.6%) | L5 | Rejected-AOC L5 |
Tender Value
₹43.8 L
EMD Value
₹87,680
Closing Date
7 Jan 2021, 4:00 pmClosed
Executive Engineer SSD Nobra
Executive Engineer SSD Nobra
Construction of 8.00 mtr span RCC culvert at Khemi nallah on widening and resurfacing of road from Gonbon to Shaychay Takna under SDP.
2020_PWD_1749_3
SSD/N/16 of 2020-21
Open Tender
Civil Works - Roads
Item Rate
60 days
Nobra
please refer to tender document.
7 documents required · 7 mandatory
₹1,000
Yes
Payable To Executive Engineer SSD Nobra
₹87,680
Yes
2 Apr 2021
17 Dec 2020
8 Jan 2021
17 Dec 2020
7 Jan 2021
17 Dec 2020
17 Dec 2020 - 7 Jan 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be leveled and neatly dressed: All Kind of Soil .60%
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be leveled and neatly dressed: Ordinary rock 35% .
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be leveled and neatly dressed: Hard rock (B.P) 5%.
Dry stone pitching (any thickness) including cost of stones on horizontal.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) Nallah(incl cost of cement carriage)
Providing and laying in position specified grade of reinforcement cement concrete excluding the cost of centering and shuttering finishing and reainforcement- All work up to plinth level. 1:2:4 ( 1cement :2 coarse sand:4 graded stone aggregate) 20mm nominal size. (incl cost of cement carriage)
Reinforcement cement concrete works (any thickness)including attached pilaster buttresses plinth and string course filled columns pillars,piers,abutment,posts and struts etc upto floor five level excluding the cost of centering shuttering finishing and reinforcement all work upto plinth level 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size). (incl carriage of cement )
Reinforcement for RCC work incl. straightening, cutting, bending, placing in position and binding all complete (thermo Mechanically treated bars). Including cost of carriage.
Centering and shuttering including strutting, propping etc and removal of form for. a. Foundations, footing bases of columns etc. for mass concrete.
b. Columns, pillars, piers, Abutments, posts and struts.
c. Suspended floors roofs, landings balconies and access platform
d. Edges of slab and breaks in floors and walls.(Above 20cms wide)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
Dumping stone excluding cost of stones in Horizontal on level.
Construction vertical bunds with sloping face by boulder filling (Dry/hand packed tightly). Including cost of stone and crate wire.
Making knitted wire crates of approved mesh-size including weaving binding sides and patitions, and binding top after filling, excluding cost of filling, stones and weaving materials.
Carriage of materials by M.T from source to site loading, unloading complete job. a. Sand an avg lead 10 km.
b. Stone an avg lead 03 km.
C.Earth an avg lead 01 km
d.Stone agg an avg lead 10 km
M/S IBRAHIM ALI
M/S MOHAMMAD MOSSA
phunchok tundup
M/S GHULAM MOHD SOFI
M/S JIGMAT LOTUS
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