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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.8 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹33.8 L+₹28,116 (0.84%)Rejected-Finance OPP MARICAR HOSPITAL JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹34.2 L+₹66,287.10 (1.98%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹34.4 L+₹91,664 (2.74%)Rejected-Finance E 82 HQ CE A N Z PB POST BOX NO 687 LILLYPUR NEAR MES GURUDWARA HADDO POST SRI VIJAYA PURAM 744 102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹35.9 L+₹2.4 L (7.26%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
Tender Value
Refer Docs
EMD Value
₹90,800
Closing Date
22 Mar 2021, 6:00 pmClosed
Garrison Engineer Haddo
GARRISON ENGINEER HADDO Military Engineer Services Haddo Post Port Blair Andaman and Nicobar 744102
PROVISION OF SHEDS, STAINLESS STEEL RAILING, BENCHES AND DRAINS AT TRV AND OTHER PLACES UNDER GE HADDO
2021_MES_428976_1
8516/GE/H/PB
Open Tender
Civil Works
Item Rate
180 days
GE Haddo Port Blair
D a (i)
9 documents required · 9 mandatory
₹500
GE Haddo
₹90,800
Yes
27 Mar 2021
8 Mar 2021
25 Mar 2021
8 Mar 2021
22 Mar 2021
17 Mar 2021
8 Mar 2021 - 15 Mar 2021
Amount
Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings etc., complete all as specified and as directed.
Dismantling structural steel work as in frame work of any description complete all as specified and as directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for and disposing of debris outside MD land complete all as specified and as directed.
Demolition of cement concrete (un reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed.
Demolition of PCC block masonry, built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.
Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 m in depth, for foundation etc., or for shafts, wells, cess pits, manholes, pier holes etc not exc. 10 Sqm on plan and n.exc. 1.5m in depth and getting out in any type of soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm each as in soils complete all as specified and as directed.
Removing excavated material (soils) to a distance not exceeding 50 metres and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.
M&L for hardcore using broken stone or boulders of gauge exceeding 63 mm but not exceeding 100 mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
M&L for pre-cast cement concrete block masonry with solid blocks made up of (1:3:6) type C1 (using 20mm graded stone aggregate), masonry exceeding 10cm in width and setting in cement mortar (1:6) complete all as specified and directed.
M&L for plain cement concrete (1:2:4) type B2 (using 40mm graded stone aggregate) as in surface channels and drains, surface finished even and smooth without using extra cement complete all as specified and as directed.
Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc., complete all as specified and as directed.
M&L for plain cement concrete (1:3:6) type C1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs including weathering, slightly rounded or chamfered angles and throating including necessary form work, exposed surfaces of concrete finished even and smooth without using extra cement complete all as specified and as directed.
M&L for pre-cast reinforced cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in cover slabs of manholes and drains and setting in cement mortar (1:6) including necessary form work/ moulds complete all as specified and as directed. NOTE: Reinforcement will be measured and paid separately under relevant items of this BOQ.
M&L for Mild steel TMT bars 10mm dia and over, 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 complete all as specified and as directed.
M&L for mild steel rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates etc., conforming to Fe-410-W (Gde E-250) Quality 'A' complete all as specified and as directed.
M&L for mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-410-W (Gde-E-250) Quality 'A' complete all as specified and as directed.
M&L for structural steel grade E-250 (Fe-410W Quality A) conforming to IS:2062 as in compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, etc., complete all as specified and as directed.
M&L for mild steel framed work such as grills, gratings, etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed.
M&L for stainless steel hollow sections circular/square/rectangular in shape and any size and thickness, grade AISI-316 type (Austenitic anti-corrosive in nature) as in railings/grills/designer work including post top cap, bottom plate, cutting, bending, seamless welding and fixed in any location complete all as specified and as directed.
S&F pre-painted zinc coated aluminum sheet (Galvalume) GI based trapezoidal profile steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed. NOTES: The self tapping screw shall be of adequate length to drive into complete thickness of purlin/rafter etc., and shall be fixed using neoprene and EPDM washers. Penetration and laps in sheet shall be sealed by using proper sealant profile. HDPE fillers shall be provided wherever required to close voids between sheets, sheet & fasteners etc., as per SSR Part-I 2009 complete.
S&F pre-painted zinc coated aluminum sheet (Galvalume) GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall/valley gutters, fixed with self tapping screws including scoffolding for a height upto 12.0 metres complete all as specified and as directed. NOTES: The self tapping screw shall be of adequate length to drive into complete thickness of purlin/rafter etc., and shall be fixed using neoprene and EPDM washers. Penetration and laps in sheet shall be sealed by using proper sealant profile. HDPE fillers shall be provided wherever required to close voids between sheets, sheet & fasteners etc., as per SSR Part-I 2009 complete.
S&F aluminum flat iron wind ties of any size and thickness fixed with self tapping screws for fixing roofing sheets complete all as specified and as directed. NOTES: The self tapping screw shall be of adequate length to drive into complete thickness of purlin/rafter etc., and shall be fixed using neoprene and EPDM washers.
M&L for 100mm thick PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in sub base of floors complete all as specified and as directed.
M&L for sand (river sand) filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M&L for machine pressed precast concrete interlocking paver block, glossy finished, any shape and size conforming to IS 15658-2006 of 80 mm thickness, M-40 grade, made of grey cement and pigments, any pattern, laid in floors, laid dry including finishing the edges/ borders of floor with CM(1:4) complete all as specified and as directed.
M&L for rendering 15mm thick in two coats 5mm thick in CM (1:4) mixed with integral water proofing compound @ 3% by weight of cement over 10mm thick in CM (1:6) on fair faces of brick work or concrete, surfaces finished fair and even complete all as specified and as directed. NOTE: Water proofing compound will be measured and paid separately under relevant item of this schedule.
M&L for rendering 10mm thick in CM (1:4) on fair faces of brick work or concrete, surfaces finished even and smooth without using extra cement complete all as specified and as directed.
M&L for preparation of new steel and iron surfaces of any description, not otherwise described, over 10cm in width or girth and applying two coats of synthetic enamel paint of first quality over a coat of red oxide zinc chrome primer complete all as specified and as directed.
M&L for preparation of newly plastered surfaces of walls of any description and applying two coats of cement based paint over a coat of primer complete all as specified and as directed.
FIXING ONLY factory made stainless steel powder coated 3-seater chair of any shape and size in CG TRV area, fixed to floor and at any location with necessary fixing arrangements like anchoring bolts etc., grouted in PCC (1:2:4) type B1 complete all as specified and as directed. NOTE: 3-seater chairs will be issued by the department FREE FOR FIXING ONLY. Transportation of chairs from department store to the location shall be deemed to be included in the unit rate quoted.
CHANDER SEKER ENTERPRISE
SHUBHAM SHANKAR GAIKWAD
DISHA ENTERPRISES
M/s K Moorthi
Sree Tirumala Enterprises
M/s Ramesh Lal
M/S KHUSHICONSTRUCTION
kakolil trade agencies
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