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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹1.1 Cr+₹2.3 L (2.05%)Rejected-AOC DADRA AND NAGAR HAVELI DN | DAMAN | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396210 | ₹1.1 Cr+₹2.3 L (2.05%) | L2 | Rejected-AOC ok |
| 3 | L3₹1.1 Cr+₹2.8 L (2.51%)Rejected-AOC | ₹1.1 Cr+₹2.8 L (2.51%) | L3 | Rejected-AOC ok |
| 4 | L4₹1.2 Cr+₹4.5 L (4.04%)Rejected-AOC SILVASSA DADRA AND NAGAR HAVELI DADRA AND NAGAR HAVELI | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396193 | ₹1.2 Cr+₹4.5 L (4.04%) | L4 | Rejected-AOC ok |
| 5 | L5₹1.2 Cr+₹11.1 L (10.00%)Rejected-AOC 475 OPP DAMAN GANGA COLONY GAYTRI MANDIR ROAD AMLI SILVASSA 396230 U T OF D NH | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396230 | ₹1.2 Cr+₹11.1 L (10.00%) | L5 | Rejected-AOC ok |
Tender Value
Refer Docs
EMD Value
₹2.4 L
Closing Date
18 Jun 2020, 5:00 pmClosed
Executive Engineer PWD.II Road DNH Silvassa
Executive Engineer PWD.II Road DNH Silvassa
Providing strom water Gutter Drainage at Rakholi Khadi road near High school
2020_UTDNH_4649_1
E- Tender Notice No. 03 of 2020-21
Open Tender
Civil Works
Item Rate
180 days
Block No. II PWD.Complex DNH Silvassa
Similar Nature work and Mandatory documents required as per NIT Condition
3 documents required · 3 mandatory
₹3,000
Executive Engineer PWD.II Road DNH Silvassa
₹2.4 L
16 Sept 2020
30 May 2020
20 Jun 2020
30 May 2020
18 Jun 2020
30 May 2020
Amount
Excavation for foundation upto 1.50 meter including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead. (B) Dense or Hard soil.
Excavation for foundation for depth from 1.50 meter to 3.00 meter including sorting and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead.(C) Hard Murrum.
Excavation for foundation for depth from 3.00 meter to 5.00 meter including sorting and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead.(D) Soft Requiring not requiring blasting.
Collecting, carting of unscreened gravel at site of work including spreading in required layer, watering and consolidation the same with vibratory road roller etc complete and as directed by Engineer in charge.
Providing and alying cement concrete 1:3:6 (1 cement :3 coarse sand :6 hand broken stone aggregates 40mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton).
Providing and laying in position 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size of reinforced cement concrete, including the cost of centering, shuttering finishing and excluding the cost of reinfrocement - All work upto plinth level for Raft.
Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton).
Providing formwork of ordinary timber planking so as to given a rough finish including centering, shuttering, strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M. And removal of the same for in situ reinforced concrete and plain concrete work in (C) Vertical surface such as walls (any thickness) partitions and the like including attached buttressess & string course & the like (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 (C) Slabs, landing, shelves, Balconies Lintels, Beams, Girders and Cantilever 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 (C) Slabs, landing, shelves, Balconies Lintels, Beams, Girders and Cantilever upto floor two level. (upto 10 ton). (Chamber / MH Cover).
Providing TMT Bar FE 415 reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (upto 10 ton).
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth consolidating each disposited layer by ramming and watering.
Supplying and fixing reinforced concrete heavy durty nonpressure pipes with collars for culverts carrying heavy traffic as per I.S. 458/1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of Class NP3 of following internal diameters. (vii) 1200mm dia. (upto 10 ton).
Supplying and fixing reinforced concrete heavy durty nonpressure pipes with collars for culverts carrying heavy traffic as per I.S. 458/1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of Class NP3 of following internal diameters. (v) 900mm dia. (upto 10 ton).
Providing and laying (to level or slopes) and jointing with stuff mixture of cement Mortarin proportion 1:1 self glazed stoneware pipes includign testing of pipes and joints complete. (B) 150mm dia. (upto 10 ton).
Disposing of available excavated stuff up to 5.00 K.M. lead including spreading/filling and leveling to gradient and camber as directed with all lead and lift and on road side embankment with breaking clods dressing etc. complete as directed by Engineer-in-charge.
D M PARMAR
KRUTIK K TACHAK
Jignesh K Rathod
S K PARMAR
B M Construction
Yajuvendrasinh J Raolji
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