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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.9 LAccepted-Finance | 1 | Accepted-Finance responsive | |
| 2 | 2₹14.6 L+₹70,627.17 (5.08%)Accepted-Finance | 2 | Accepted-Finance responsive | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹27,000
Closing Date
20 Nov 2020, 12:30 pmClosed
Executive Engineer
MGD3 CWC VARANASI
construction of boundary wall at GDSQ site-Chopan, distt- Sonebhadra (UP) under MGD -3, CWC, Varanasi
2020_CWC_596750_1
5/14/MGD-3/HQ/VNS/2020/4267-71
Open Tender
Civil Works - Buildings
Item Rate
90 days
as per tender document
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE MGD3 CWC VARANASI
₹27,000
23 Nov 2020
12 Nov 2020
21 Nov 2020
12 Nov 2020
20 Nov 2020
12 Nov 2020
Amount
A- construction of boundary wall at old lab hydel of GDSQ site Chopan (U.P)- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in undation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, 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.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:4
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
provoding and fixing steel gate of size 2.5mx2.0 m with applying a priming coat of approved steel primer, all complete
Providing and fixing office outdoor signage board of size 2.5'x2' feet made of GI With applying priming coat and nomenclature.
Supplying at site Angle iron post of required size 90 cm section 40x40x6 mm @3.6 kg/m including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be trutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used with G.I. barbed wire
B- Construction of boundary wall at wireless hydel of GDSQ site-Chopan (U.P)- Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in undation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, 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.
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
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:4
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
provoding and fixing steel gate of size 2.5mx2.0 m with applying a priming coat of approved steel primer, all complete
Providing and fixing office outdoor signage board of size 2.5'x2' feet made of GI With applying priming coat and nomenclature.
Supplying at site Angle iron post of required size 90 cm section 40x40x6 mm @3.6 kg/m including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be trutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used with G.I. barbed wire
M/S S. M. SAQUIB
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