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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.8 LAccepted-AOC RAJIPUR HASNABAD NORTH 24 PGS WEST BENGAL | HASNABAD | NORTH 24 PARGANAS | WEST BENGAL | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹64.0 L+₹12.2 L (23.5%)Rejected-Finance 01 INFRONT OF CIRCUIT HOUSE DIVERSION ROAD KHARGONE KHARGONE WEST NIMAR MADHYA PRADESH 451001 | KHARGONE | MADHYA PRADESH | 451001 | L2 | Rejected-Finance 2ND LOWEST | |
| 3 | L3₹69.2 L+₹17.4 L (33.7%)Rejected-Finance 1 D 1 JADAVPUR RAIPUR ROAD EAST KOLKATA 700032 | KOLKATA | KOLKATA | WEST BENGAL | 700032 | L3 | Rejected-Finance 3RD LOWEST | |
| 4 | L4₹69.3 L+₹17.5 L (33.8%)Rejected-Finance SAINPALA BASIRHAT DIST NORTH 24 PGS PIN 743411 | BASIRHAT | NORTH 24 PARGANAS | WEST BENGAL | 743411 | L4 | Rejected-Finance 4TH LOWEST | |
| 5 | L5₹69.4 L+₹17.6 L (33.9%)Rejected-Finance | L5 | Rejected-Finance 5TH LOWEST |
Tender Value
₹69.3 L
EMD Value
₹1.4 L
Closing Date
16 Jul 2018, 5:30 pmClosed
PD-1 PMU SERP AND SE EC
Office of the Project Director - I, Project Management Unit Sundarban Embankment Reconstruction Project (SERP) and Superintending Engineer, Eastern Circle
Remaining work for a length of 168.00 Mtr. In connection with Reconstruction, remodelling Improvement of Embankment in Sundarban and adjoining areas in the district of North 24 - Parganas, West Bengal, damaged by severe Cyclone AILA on the right
2018_IWD_178925_1
WBIW/SE/EC/PD-1/NIT-02(e)/ 2018-19
Open Tender
CIVIL WORKS
Percentage
90 days
Mouza - Hatgacha
Please refer Tender documents.
6 documents required · 6 mandatory
₹1.4 L
Yes
23 Aug 2022
30 Jun 2018
18 Jul 2018
30 Jun 2018
16 Jul 2018
30 Jun 2018
Amount
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (A) Depth of excavation not exceeding 1,500 mm.
Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles.
Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4).
Brick work with 1st class bricks in cement mortar (1:4) (A) In foundation and plinth.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]. (A) With 1:4 cement mortar (i) 20 mm thick plaster.
M/s ANNAPURNA CONSTRUCTION
PROGRESSIVE ENGINEERING CONSTRUCTION CO
TAPAN KUMAR GHOSH
PROBIR AND COMPANY
M/S. SOUMYADIP ENTERPRISE
KARTICK CHANDRA DAS
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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