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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC | ₹20.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.5 LRejected-AOC DADRA AND NAGER HAVELI DN | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396193 | ₹21.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹22.9 LRejected-AOC DADRA AND NAGER HAVELI DN | ₹22.9 L | L3 | Rejected-AOC L3 |
| 4 | L4₹24.0 LRejected-AOC | ₹24.0 L | L4 | Rejected-AOC L4 |
| 5 | L5₹24.6 LRejected-AOC 203 REGENCY BUILDING RAVESHIA PARK MORARJI CIRCLE G I D C VAPI 396 195 DIST VALSAD GUJARAT | VALSAD | GUJARAT | 396195 | ₹24.6 L | L5 | Rejected-AOC L5 |
Tender Value
₹25.1 L
EMD Value
₹50,300
Closing Date
8 Jun 2020, 12:00 pmClosed
Executive Engineer, PWD Civil-DIvision No-I(B)
Block-I PWD Campus Silvassa
Construction retaining wall/compound wall to Girls Hostel building at Dapada.
2020_UTDNH_4663_1
E-TENDER NOTICE NO.03 OF 2020-21
Open Tender
Civil Works - Buildings
90 days
UT of DNH
As per tender documents
3 documents required · 3 mandatory
₹1,000
Executive Engineer, PWD Civil-DIvision No-I(B)
₹50,300
9 Jun 2020
30 May 2020
8 Jun 2020
30 May 2020
8 Jun 2020
30 May 2020
Amount
Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil
Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil
Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth.
Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete.
Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.
Providing and laying controlled cement concrete M.200 and curing complete including the cost of formwork and reinforcement for reinforced concrete work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton)
Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts upto floor two level. (upto 10 ton)
Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (C) Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto floor two level. (more than 10 ton)
Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (more than 10 ton)
Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in superstructure in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional (upto 10 ton)
Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.
Providing and Material labor for 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.
Providing and Material labor for wall ceiling and floor 6 Kg/Cm2 working pressure polythene pipes of the following outside Dia. Low densidy, complete with special falnge compression type fittings, wall clipsetc. including making good the wall ceiling and floor.(F) 110mm dia.
Extra Dewatering for excavation in wet condition in all strate from 1.50 to 4.50 mt depth.
Demolition including stacking of serviceable aterilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work
Providing and core cutting work of 6" diameter and 12" depth with required concrete drill machine, fastners tools, labour and supervision etc complete.
ISHWAR K ROKADE
Shahiya Construction
H R THAKOR
aklingji construction
Kuvarji B Parmar
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