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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC AUSTINABAD CHINTAMBAR COLONY PORT BLAIR SOUTH ANDAMAN 744 103 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹13.4 L Quoted ₹13.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.5 L+₹86,931.50 (6.38%)Rejected-Finance | ₹14.5 L+₹86,931.50 (6.38%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹15.0 L+₹1.4 L (10.0%)Rejected-Finance | ₹15.0 L+₹1.4 L (10.0%) | L3 | Rejected-Finance Not L1 |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
18 Nov 2019, 6:00 pmClosed
GARRISON ENGINEER SOUTH DIGLIPUR
GARRISON ENGINEER SOUTH DIGLIPUR PROTHRAPUR PORT BLAIR 744105
REPAIRS TO AREA DRAIN, COVER SLAB AND DESILTING AT DIGLIPUR
2019_MES_291326_1
8760/E8
Open Tender
Civil Works
Item Rate
180 days
PORT BLAIR
ALL BIDDERS ENLISTED WITH MES IN CLASS E AND CAT ai AND UNENLISTED BIDDERS MEET MES ENLISTMENT CRETERIA OF CLASS E AND CAT ai REFER NIT
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER SOUTH DIGLIPUR
₹24,000
Yes
5 Feb 2020
21 Oct 2019
23 Nov 2019
21 Oct 2019
18 Nov 2019
5 Nov 2019
22 Oct 2019 - 29 Oct 2019
Amount
Demolition of brickwork or stone/ boulder masonry or PCC block masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removal of debris to a distance exceeding 500 mts and depositing where directed.
M&L Pre-cast cement concrete Type C1, 1:3:6 (using 20mm graded crushed granite stone aggregate), block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:4 complete.
Taking down cement plaster on brick or stone walls, concrete surfaces etc. including raking out joints, hacking for key, scrubbing down with water, etc. and removal of debris to a distance exceeding 500 mtrs and depositing where directed.
M&L for rendering 15mm thick on fair faces of brick/ concrete surfaces in two layers of 10 mm thick plastering in CM 1:4 and followed by 5 mm thick plastering in CM 1:4 complete.
Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) and removal of debris to a distance exceeding 500 mtrs and depositing where directed.
M&L PCC Type B1, 1:2:4 (using 20 mm graded granite stone aggregate) as in copings, kneelers, apex stones, bed plates, levelling course, kerbs water troughs and the like including use of formwork, weathering, slightly rounded or chamfered angles and throating.
M&L for PCC Type B2, 1:2:4 (using 40mm graded granite stone aggregate) as in surface channels and drains complete.
M&L for PCC Type D2, 1:4:8 (using 40mm graded granite stone aggregate) as in foundations, filling and mass concrete.
M&L 75 mm thick PCC Type D2, 1:4:8 (using 40 mm graded crushed granite stone aggregate) laid in sub-floors, sub-bases, floors and pavings, etc. complete all as specified.
M&L 50 mm thick PCC Type B1, 1:2:4 (using 20 mm graded crushed granite stone aggregate) laid in flooring and pavings, etc. finishing cement concrete surface even and smooth without using extra cement complete all as specified.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for and facilitate to cut reinforcement and removal of debris to a distance exceeding 500 mtrs and depositing where directed.
M&L precast RCC Type B1, 1:2:4 (using 20 mm graded granite stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in CM 1:4, including necessary formwork complete. Note: Reinforcement shall be measured and paid separately.
M&L for high strength deformed TMT steel bars 10 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
M&L for high yield strength deformed TMT steel bars 6 mm to 8 mm dia as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
M&L for high yield strength deformed TMT steel bars 6 mm dia and over up to 10 mm dia as in stirrups, spacers and binders reinforcement for concrete, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
M&L for RCC M-30 design mix using 20mm graded granite stone aggregate as foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete.
M&L for RCC M-30 design mix using 20mm graded granite stone aggregate as walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses.
M&L for providing steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for flat rough finished surfaces of concrete all as specified.
M&L for providing steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, for flat rough finished surfaces of concrete all as specified.
M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. (Inner girth only shall be measured).
Desilting of storm water drains including dewatering and removing soil/ muck to outside the MD land and depositing where directed.
Excavating in trenches, not exceeding 1.50 mtr wide and not exceeding 1.50 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out in soft/ loose type of soil.
Removing excavated material not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm.
M/s Kanaka Agencies
M/s Pintu Furniture
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