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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC MAGHAM RAMAPURAM LANE MUKKOLA P O TRIVANDRUM 695 044 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695044 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹11.7 L+₹31,968.34 (2.80%)Rejected-Finance | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹13.4 L+₹2.0 L (17.8%)Rejected-Finance | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹13.7 L+₹2.2 L (19.7%)Rejected-Finance | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹15.5 L+₹4.0 L (35.5%)Rejected-Finance TC 50 956 I VASATHY TRWA 395 THALIYAL KARAMANA PO THIRUVANANTHAPURAM KERALA 695 002 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695002 | L5 | Rejected-Finance Not Being L1 |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
3 Sept 2024, 6:00 pmClosed
GE Army Trivandrum
Office of Garrison Engineer Army, Thirumala Post, Trivandrum- 695006
REPAIR AND CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANKS, SOAKAGE PITS, ETC AT VARIOUS LOCATIONS OF ZONE B AT TRIVANDRUM UNDER GE (ARMY) TRIVANDRUM
2024_MES_659819_2
8192/E8
Open Tender
Civil Works
Item Rate
270 days
Trivandrum
As per tender documents
8 documents required · 8 mandatory
₹500
Yes
GE Army Trivandrum
₹24,000
Yes
8 Oct 2024
12 Jul 2024
9 Sept 2024
12 Jul 2024
3 Sept 2024
20 Jul 2024
12 Jul 2024 - 15 Jul 2024
Amount
Excavating in trenches in hard/ dense soil, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out complete all as specified and directed.
Demolition and breaking up 100/ 110 mm internal dia drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.
Demolition and breaking up 150/ 160 mm internal dia drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.
Taking down 75/80 mm bore PVC pipes including all fittings with spigot and socket ends and cement or rubber gasket joint complete all as specified and directed.
Taking down 100/ 110 mm bore PVC pipes including all fittings with spigot and socket ends and cement or rubber gasket joint complete all as specified and directed.
M&L for plain cement concrete PCC 1:4:8, type D2, using 40mm graded broken stone aggregate as in foundation of manhole including necessary form work complete all as specified and directed.
Demolition of brick work/ PCC block masonry, built in cement mortar and removing the debris/ rubbish to a distance not exceeding 100m complete all as specified and directed.
Taking down of cement plaster of any description including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed.
Demolition of cement concrete (unreinforced) as in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as specified and directed.
M&L for pre-cast cement concrete 1:3:6, type C1 (using 20mm graded aggregate) block masonry with solid blocks exceeding 10 cm in width and setting in CM 1:6 complete all as specified and directed.
M&L for providing cement concrete 1:2:4, Type B1 using 20 mm graded stone aggregate as in copings, haunching and backing, kneelers, apex stones, bed plates, or similar works including necessary formwork complete all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
M&L for precast cement concrete 1:2:4 type B1, using 20mm graded stone aggregate as in manhole / Gully trap cover slab set in CM 1:4 including use and waste of necessary form work complete all as specified and directed.
M&L for TMT steel bars 6 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 complete all as specified and directed.
M&L for rendering 10 mm thick in CM 1:3 on brick work or concrete surfaces mixed with WPC @ 3% by weight of cement, finished even and smooth without using extra cement complete all as specified and directed. Note- WPC will be measured and paid separately.
Supply only integral water proofing compound.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm using soil obtained from excavation complete all as specified and directed.
Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
S&F 100/110 mm bore dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors including fittings, complete all as specified and directed.
S&F 150/160 mm bore dia PVC (SWR) pipe single socketed, in any length with rubber ring joints laid in trenches or in floors including fittings, complete all as specified and directed.
S&F 75mm bore dia PVC (SWR) pipe single socketed, in any length with rubber ring joints and fixed to walls and similar work etc including fittings, complete all as specified and directed.
S&F 110 mm bore dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, and fixed to walls and similar work etc including fittings, ISI marked complete all as specified and directed.
M&L for concrete bed to drain pipes 100/110 mm bore dia including forming cradles by using PCC (1:3:6), type C2 using 40 mm graded aggregate including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
M&L for concrete bed to drain pipes 150/ 160 mm bore dia including forming cradles by using PCC (1:3:6), type C2 using 40 mm graded aggregate including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
Taking out manhole cover and removing earth soil spread over the cover if any from the frame of septic tanks and receiving chambers and remove all night soil, sediments, waste materials from inside, any size etc irrespective of its height clear off up to the bottom floor mechanically using super jetting machine or by suitable means as ordered and dispose of the materials outside of MD land from the septic tank using mechanical vehicle (Tanker) to pit suitably excavated, placing back the main hole cover to its original position and removing all vegetation's including roots if any and making good surrounds complete all as specified and directed.
All as per SI item No. 25 here-in-before, but for manhole of any size, depth of manhole not exceeding 1.5 mtr complete all as specified and directed.
All as per SI item No. 25 here-in-before, but manhole of any size, depth of manhole exceeding 1.5mtr and not exceeding 3.00 mtr complete all as specified and directed.
Cleaning of SGSW/ PVC pipes sewage line 100/ 110 mm bore dia mechanically and removal of foreign materials complete all as specified and directed.
Cleaning of SGSW/ PVC pipes sewage line 150/ 160 mm bore dia mechanically and removal of foreign materials complete all as specified and directed.
Cutting into existing manhole for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1, smooth finished, and reforming benching as required for 100/ 110/ 160mm bore dia. complete all as specified and directed.
Removal of sewage block in manhole, gully trap or in WC kitchen and bath including cleaning mechanically or by suitable means as ordered required to remove block of any type complete all as specified and directed.
M&L for PVC (SWR) gully trap 110 mm dia, setting and jointing with solvent cement including dismantling existing one complete all as specified and directed.
S&F in repair 75 mm bore dia. PVC (SWR) bend any radius complete all as specified and directed.
S&F in repair 75 mm bore dia. PVC (SWR) bend any radius with access door complete all as specified and directed.
S&F in repair 110 mm bore dia. PVC (SWR) bend any radius complete all as specified and directed.
S&F in repair 110 mm bore dia. PVC (SWR) bend any radius with access door complete all as specified and directed.
S&F in repair 75 mm bore dia. PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.
S&F in repair 100/110 mm bore dia. PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.
S&F in repair 100/110 mm bore dia. PVC (SWR) vent cowl complete all as specified and directed.
S&F in repair PVC (SWR) floor trap with diametre of outlet 75mm, plain with CP grating including jointing with solvent cement and fixing with PCC 1:2:4 type B1 complete all as specified and directed.
Cutting holes into or through brick walls built in cement mortar or cement lime mortar for inserting PVC pipes or similar work etc, depth of cutting exceeding half brick wall but not exceeding one brick wall complete all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
M&L for Non-skid coloured ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm,, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in CM 1:6, complete all as specified and directed.
M&L for vitreous China squatting pan water closet, Orissa pattern, size 580x440mm white with integral foot rests (excluding flushing cistern and flush pipe) including cast iron 'P' or 'S' trap, provn of lime concrete bedding and jointing to flush pipe including dismantling the existing water closet any type, complete all as specified and directed.
S&F in repair stack clamps out of 50 mm by 5 mm flat iron for fixing 100/110 mm bore dia of pipes, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed.
U K construction (BID ID -3074306)
N SADANANDAN PILLAI (BID ID -3070033)
SHILPA ENGINEERS AND CONTRACTORS (BID ID -3070141)
Satheesh Kumar (BID ID -3071986)
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