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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.1 LAccepted-AOC | L1 | Accepted-AOC Accepted being lowest quoted rate | |
| 2 | L2₹43.5 L+₹1.6 L (3.80%)Rejected-AOC 274 210 DAFNALA ROAD SHAHIBAUG AHMEDABAD GUJARAT 380009 | AHMADABAD | GUJARAT | 380009 | L2 | Rejected-AOC Not accepted since higher quoted rate | |
| 3 | L3₹45.1 L+₹3.3 L (7.79%)Rejected-AOC | L3 | Rejected-AOC Not accepted since higher quoted rate | |
| 4 | L4₹48.0 L+₹6.1 L (14.6%)Rejected-AOC | L4 | Rejected-AOC Not accepted since higher quoted rate |
Tender Value
₹38.2 L
EMD Value
₹76,400
Closing Date
27 Jul 2020, 6:00 pmClosed
GE ARMY GANDHINAGAR
GE ARMY GANDHINAGAR PO BSF CAMPOUS GANDHINAGAR - 382045
PROVN OF SEPTIC TANK WITH SOAKAGE PIT AND ALLIED INFRA WITH CONNECTED PIPE LINE AND SPL REPAIRS TO CORRODED GI DISTRIBUTION LINE AT MIL STN GANDHINAGAR
2020_MES_358818_1
GE(A)/GNR/TOKEN/40 of 2020-21
Open Tender
Civil Works
Item Rate
180 days
MIL STN GANDHINAGAR
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
Yes
GE ARMY GANDHINAGAR
₹76,400
Yes
18 Sept 2020
7 Jul 2020
29 Jul 2020
7 Jul 2020
27 Jul 2020
14 Jul 2020
7 Jul 2020 - 13 Jul 2020
Amount
Excavation over areas not exceeding 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.
Excavation over areas exceeding 1.5m in depth but not exceeding 3m in depth and getting out in hard/dense soil complete all as specified and directed.
Excavation over areas exceeding 3m in depth but not exceeding 4.5m in depth and getting out in soft/disinegrated rock complete all as specified and directed.
Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth for foundation of pole, laying of cables etc in soft/loose soil and getting out all as specified and directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard/dense of soil complete all as specified and directed.
Excavating in trenches not exceeding 1.5m wide and exceeding 1.5 m but not exceeding 3.00m in depth for foundation of pole, laying of cables etc in hard/dense soil and getting out.
Excavating in trenches not exceeding 1.5m wide and exceeding 3.00 m but not exceeding 4.50m in depth for foundation of pole, laying of cables etc in soft/disnegrated rock and getting out.
Returning, filling in, including spreading, leveling, watering and well ramming in layer not exc 25 cm with soil obtained from excavation.
Removing excavated material (soil), not exceeding 50m and depositing where directed at level not exc 1.5m above the starting point complete all as specified and directed.
Removing of excavated material exc 250m but n.exc 500m and depositing where directed at a ;eve; mpt exceedomg 1/5 mtr above the starting point complete all as specified and directed.
M&L for loose filling with broken bricks of gauge 80 to 150mm as in soakage pits, soakage wells complete all as specified and directed.
M&L for loose filling with broken stone or boulders of gauge 40 to 80mm as in soakage pits, soakage wells complete all as specified and directed.
M&L for cement concrete (1:2:4) type B1, using 20 mm graded stone aggregate as in surface channels and drains, benching, haunching etc. complete all as specified and directed.
M&L for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.
M&L for cement concrete 1:2:4 type B-1, using 20mm graded stone aggregate in coping and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete all as specified and directed.
M&L pre-cast reinforced cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate as in kitchen platform, shelves , cover and simillar articles including placing the cover in position and set in cement mortar (1:4) complete all as specified and directed. Note: Reinforcement shall be measured and paid seperately.
M&L for reinforced cement concrete, M-30 (design mix) using 20mm graded stone aggregate as in foundation, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs and mass cocrete complete all as specified and directed.
M&L for reinforced cement concreted, M-30 (design mix) using 20mm graded agregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.
M&L for RCC M-30 ( Design Mix ) ( using 20mm graded stone aggregate ) as in suspended slabs supported on walls/columns, in floors, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
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. complete all as specified and directed.
M&L for extra for forming fair finished drain or channel 25-30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
Sypply only, Liquid water proofing compound complete all as specified and directed.
M&L for Brick work with old size, sub class 'B' bricks, straight or curved on plan exc. 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in cement mortar 1:4 complete all as specified and directed.
M&L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical or to batter complete all as specified and directed.
M&L for form work to soffit of suspended slabs such as roof slabs, floor slabs, landings and simillar works not exceeding 20cm thick and rough finished surfaces of concrete all as specified and directed.
M&L for formwork to edges of concrete flats, treads, break in floors, window cills, concrete wall, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping or similar work exc 10 cm but n exc 20 cm wide completed all as specified and directed.
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 0.9 mm dia complete all as specified and directed.
M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending MH cover slab and rungs etc and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
M&L for mild steel TMT bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bend to shape required and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for 40mm thick PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in floors and fixing of glass dividing strips, finishing the surface even and smooth with using extra cement complete all as specified and directed.
M&L for rendering cement plaster 15mm thick in cement mortar (1:4) on brick work or concrete surfaces, mixed with water proofing compound @ 3% by weight of cement or as per manufacturer instructions on fair faces of brick work or concrete surface complete all as specified and directed. Note : Water proofing compound shall be measured and paid separately.
M&L for rendering cement plaster 15mm thick in cement mortar (1:4) on brick work or concrete surfaces, mixed with water proofing compound @ 3% by weight of cement or as per manufacturer instructionson other than fair faces of brick work or concrete surface complete all as specified and directed. Note : Water proofing compound shall be measured and paid separately.
Taking up or down steel tubing and connections for 15mm bore of pipe complete all as specified and directed.
Taking up or down steel tubing and connections for 20mm bore of pipe complete all as specified and directed.
Taking up or down steel tubing and connections for 25mm bore of pipe complete all as specified and directed.
Taking up or down steel tubing and connections for 40mm bore of pipe complete all as specified and directed.
Taking up or down steel tubing and connections for 50mm bore of pipe complete all as specified and directed.
Taking up or down steel tubing and connections for 80mm bore of pipe complete all as specified and directed.
Taking up or down steel tubing and connections for 100mm bore of pipe complete all as specified and directed.
S&F, galvanized, steel water tubes, medium grade with all fittings, laid in trenches complete all as specified and directed for 15mm bore of pipe.
S&F, galvanized, steel water tubes, medium grade with all fittings, laid in trenches complete all as specified and directed for 20mm bore of pipe.
S&F, galvanized, steel water tubes, medium grade with all fittings, laid in trenches complete all as specified and directed for 25mm bore of pipe.
S&F, galvanized, steel water tubes, medium grade with all fittings, laid in trenches complete all as specified and directed for 40mm bore of pipe.
S&F, galvanized, steel water tubes, medium grade with all fittings, laid in trenches complete all as specified and directed for 50mm bore of pipe.
S&F, galvanized, steel water tubes, medium grade with all fittings, laid in trenches complete all as specified and directed for 80mm bore of pipe.
S&F, galvanized, steel water tubes, medium grade with all fittings, laid in trenches complete all as specified and directed for 100mm bore of pipe.
S&F, Gun metal, 55mm bore, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed for following bores of pipe:-
S&F, in repairs, Gun metal, 20mm bore, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed for following bores of pipe:-
S&F, in repairs, Gun metal, 25mm bore, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed for following bores of pipe:-
S&F, in repairs, Gun metal, 40mm bore, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed for following bores of pipe:-
S&F, in repairs, Gun metal, 50mm bore, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed for following bores of pipe:-
S&F, in repairs, Gun metal, 80mm bore, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed for following bores of pipe:-
S&F, in repairs, Gun metal, 100mm bore, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed for following bores of pipe:-
M&L for horizontal drilling, in any type of soil, using trenchless technology suitable for insertion of 25-100mm bore CI/GI pipe complete all as specified and directed.
S&F, 100mm bore cast iron soil waste or vent pipes (sand cast) in any length with or without ears with cement joints fixed to walls etc all as specified and directed .
S&F, 75mm bore cast iron vent cowls complete all as specified and directed.
M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 150mm bore of pipe complete all as specified and directed.
M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 200mm bore of pipe complete all as specified and directed.
M&L for salt glazed stone ware drain pipes, 150mm internal diameter, grade 'A' laid in trenches and jointed complete all as specified and directed.
S&F for 200mm bore reinforced concrete pipe class NP-3, on concrete bed and jointed with cement and sand in cement mortar 1:3 or neat cement slurry complete all as specified and directed.
S&F, 150mm dia (internal) Intercepting traps of salt-glazed stoneware, with square ends to inspection arms for building flush into manholes and setting in cement mortar 1:1 complete, including concrete foundation of width and thickness as for pipes of same dia and haunching after setting. Cleaning arm to include a glazed ware stopper, galvanised iron bayonet joint (or other approved pattern) and galvanised iron lever (or trigger), galvanised iron chain, hook and ring etc complete all as specified and directed.
Cutting into existing manholes for cnnecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cment concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 150mm bore of pipe complete all as specified and directed.
Cutting into existing manholes for cnnecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cment concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 200mm bore of pipe complete all as specified and directed.
ALBA AC AND REF SERVICES
Shree Builders
nirman construction
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