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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC | ₹21.2 L Quoted ₹21.3 L | L1 | Accepted-AOC Accepted being lowest quoted rate |
| 2 | L2₹21.9 L+₹59,790 (2.80%)Rejected-AOC 274 210 DAFNALA ROAD SHAHIBAUG AHMEDABAD GUJARAT 380009 | AHMADABAD | GUJARAT | 380009 | ₹21.9 L+₹59,790 (2.80%) | L2 | Rejected-AOC Not accepted since higher quoted rate |
| 3 | L3₹22.5 L+₹1.1 L (5.32%)Rejected-AOC | ₹22.5 L+₹1.1 L (5.32%) | L3 | Rejected-AOC Not accepted since higher quoted rate |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
11 Jul 2020, 6:00 pmClosed
GE ARMY GANDHINAGAR
GE GANDHINAGAR PO BSF CAMPUS GANDHINAGAR 382045
REPAIRS AND CLEANING OF SEWAGE LINES, MANHOLE, SEPTIC TANK ETC AT MIL STN DHRANGADHRA
2020_MES_346741_2
GE(A)/GNR/TOKEN/19 of 2020-21
Open Tender
Civil Works
Item Rate
330 days
MIL STN DHRANGADHRA
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
Yes
GE ARMY GANDHINAGAR
₹40,000
Yes
18 Sept 2020
22 Jun 2020
13 Jul 2020
22 Jun 2020
11 Jul 2020
28 Jun 2020
22 Jun 2020 - 27 Jun 2020
Amount
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 soil complete all as specified and directed.
Returning, filling in, including spreading, leveling watering and well ramming in layers not exc 25 cm with excavated soil complete all as specified and directed.
Removing excavated soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M&L for plain cement concrete (1:4:8) type D2, using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and directed.
M&L for cement concrete (1:3:6), type C-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 for manhole covers including placing the cover in position and set in cement mortar (1:6) complete all as specified and directed. Note: Reinforcement shall be measured and paid seperately.
M&L for walling of random rubble stone masonry, brought up to courses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto course with maximum depression on face from straight edge held against the dressed surface not.exc. 20mm for sand stone complete all as specified and directed.
M&L for mild steel TMT bars 6 to 8mm 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 rendering 15mm thick in cement mortar 1:4 on stone masonry surfaces, finished even and smooth without using extra cement complete all as specified and directed.
M&L for salt glazed stoneware drain pipes, 150mm internal diameter, grade 'A' laid in trenches and jointed complete all as specified and directed.
M&L for salt glazed stoneware drain pipes, 200mm internal diameter, grade 'A' laid in trenches and jointed complete all as specified and directed.
S&F for 300mm bore reinforced concrete pipe class NP2, laid and jointed complete with collars 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 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 300mm 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 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.
De-silting/De-sludging the manholes/septic tanks not exc. 1.5m deep and getting out, removing & disposing off complete all as specified and directed.
De-silting/De-sludging the manholes/septic tanks depth exceeding 1.5m and n.exc. 3.0m and getting out, removing & disposing off complete all as specified and directed.
De-silting/De-sludging the manholes/septic tanks depth exceeding 3.0m and n.exc 4.5m and getting out, removing & disposing off complete all as specified and directed.
De-silting/De-sludging the manholes/septic tanks depth exceeding 4.5m and n.exc 6.0m and getting out, removing & disposing off complete all as specified and directed.
De-silting/De-sludging the gully traps and getting out, removing & disposing off complete all as specified and directed.
Removal of blockage/chock up obstructing the flow in sewage line by rodding with rods/wooden kempti/chock remover and making the continuous flow between two manholes for 150mm bore of pipe complete all as specified and directed. Note : The clear distance between two manholes shall be measured.
Removal of blockage/chock up obstructing the flow in sewage line by rodding with rods/wooden kempti/chock remover and making the continuous flow between two manholes for 200mm bore of pipe complete all as specified and directed. Note : The clear distance between two manholes shall be measured.
Removal of blockage/chock up obstructing the flow in sewage line by rodding with rods/wooden kempti/chock remover and making the continuous flow between two manholes for 200mm bore of pipe complete all as specified and directed. Note : The clear distance between two manholes shall be measured.
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Demolition and breaking up drain pipes (slat glazed stoneware, AC or RCC) set in cement mortar for 150mm bore of pipe complete all as specified and directed.
Demolition and breaking up drain pipes (slat glazed stoneware, AC or RCC) set in cement mortar for 200mm bore of pipe complete all as specified and directed.
Demolition and breaking up drain pipes (slat glazed stoneware, AC or RCC) set in cement mortar for 300mm bore of pipe complete all as specified and directed.
ALBA AC AND REF SERVICES
Shree Builders
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