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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | L1 | Accepted-AOC Lowest quoted amount overall reasonable | |
| 2 | L2₹13.6 L+₹3.7 L (36.6%)Rejected-AOC | L2 | Rejected-AOC 2nd lowest hence rejected | |
| 3 | L3₹14.6 L+₹4.6 L (46.6%)Rejected-AOC | L3 | Rejected-AOC 3rd lowest hence rejected | |
| 4 | L4₹15.0 L+₹5.0 L (50.0%)Rejected-AOC | L4 | Rejected-AOC 4th lowest hence rejected |
Tender Value
Refer Docs
EMD Value
₹28,000
Closing Date
26 Dec 2020, 6:00 pmClosed
Garrison Engineer Belgaum
Garrison Engineer Belgaum Laxmitek Camp Belgaum 590009 Karnataka
REPAIRS TO AREA DRAINS, HUME PIPE CULVERTS, RCC COVER SLABS, SEWAGE LINES, MANHOLES INCLUDING CLEANING OF CHOCKED SEWAGE LINES AND MANHOLES, SEPTIC TANK, ETC. AND OTHER CONNECTED MAINTENANCE WORKS UNDER GE BELGAUM
2020_MES_400224_1
GE/ BEL/ OF 2020-2021
Open Tender
Civil Works
Item Rate
270 days
Belgaum
As per tender documents
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer Belgaum
₹28,000
Yes
2 Jan 2021
4 Dec 2020
28 Dec 2020
5 Dec 2020
26 Dec 2020
5 Dec 2020
Amount
Cleaning of existing sewage pipe lines of size 100mm/ 150mm bore and removing the blockages by rodding using split bamboo or by mechanical means or by any other means, between the manholes, Nahani traps to gully traps, gully traps to manholes including vertical stack pipes (where ordered) and taking out all debris, sludge or any solid/ foreign materials from sewage line and flushing with water and testing after cleaning for leakages/ clogging, etc. complete including removing the debris outside MD land complete all as specified and as directed. Note: The rate quoted shall be deemed to include taking out existing RCC cover slabs of manholes of any size without damaging the slab to facilitate cleaning and replacing back in original position
All as described in item No. 01 but 200mm bore pipes
All as described in item No. 01 but 300mm bore pipes
De-silting of existing storm water drains of any size and taking out all debris, garbage or any solid/ foreign materials from inside the drain including removal of shrubs, bushes, vegetations, etc. along both sides of the drain complete including removing the debris to a distance not exceeding 50m complete all as specified and as directed.
De-silting of existing gully traps of any size and removing of clogged mud, muck, silt, floating materials, hard materials like stone/ brick bats, etc. from inside the gully trap and connecting pipes from floor trap/ WC and connecting pipes upto 1st manhole including removing the debris outside MD land all as directed by Engineer-in-charge Note: The rate quoted shall be deemed to include taking out existing RCC cover slabs of any size without damaging the slab to facilitate cleaning and replacing back in original position.
De-silting of existing septic tanks of any size, depth not exceeding 4.5m and removing of clogged mud, muck, silt, floating materials, hard materials like stone/ brick bats, etc. from inside the tank and mouth of pipes and removing the debris outside MD land all as directed by Engineer-in-charge Note: The rate quoted deemed to include for clearing of vegetations, bushes, shrubs, etc. upto 3m all-round the septic tank.
De-silting of existing manholes of any size, depth not exceeding 1.5m and removing of clogged mud, muck, silt, floating materials, hard materials like stone/ brick bats, etc. from inside the manholes and mouth of pipes and removing the debris outside MD land all as directed by Engineer-in-charge Notes: (a) The rate quoted shall be deemed to include taking out existing RCC cover slabs of manholes of any size without damaging the slab to facilitate cleaning and replacing back in original position. (b) The rate quoted deemed to include for clearing of vegetations, bushes, shrubs, etc. upto 2m all-round the manhole.
All as described in item No. 07 but depth of manholes exceeding 1.5m and not exceeding 3m
M&L for removal of existing vegetations/ trees not exceeding 30cm girth on top/ sides of buildings including digging out roots, pouring sulphuric acid, making good disturbed portions with cement mortar 1:3 all as specified and as directed.
Excavation in trenches n. exc. 1.5m wide and n. exc. 1.5m in depth for foundation and getting out in any type of soil all as specified and directed.
Returning filling in including spreading levelling, watering and well ramming in layers n.exc 25cm thick with useful soil all as specified and directed.
Removing excavated materials n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point in soil all as specified and directed.
M&L for cement concrete 1:4:8 type D2, using 40mm graded stone aggregate in foundation filling and mass concrete including demolition of existing unserviceable plain cement concrete all as specified and directed.
M&L for cement concrete 1:4:8 type D2, using 40mm graded stone aggregate in foundation filling and mass concrete all as specified and directed.
M&L for pre-cast cement concrete solid block masonry, exc 10cm width, blocks cast in PCC 1:3:6 type C0, using 12.5mm graded stone aggregate, set in CM 1:6 including demolition of existing unserviceable block masonry of any description built in cement mortar all as specified and directed.
M&L for plain cement concrete 1:3:6 type C1 using 20mm graded stone aggregate as in coping, etc., including necessary form work and demolition of existing unserviceable plain cement concrete all as specified and directed.
M&L for plain cement concrete 1:3:6 type C1 using 20mm graded stone aggregate as in coping, etc., including necessary form work all as specified and directed.
M&L for plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in making good road cut portions/ floors, etc. all as specified and directed.
M&L for providing precast cement concrete 1:2:4, type B1, using 20 mm graded stone aggregate as in cover slabs for manholes, water troughs and similar articles with plane faces etc. set in CM 1:6 including demolition of existing dilapidated manhole covers all as specified and directed.
M&L for plain cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in benching, channel, etc. including use of necessary form work/ moulds all as specified and directed.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped end etc. 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 column, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia all as specified and directed.
All as described in item No. 22 above but 8mm dia
M&L for rendering 15mm thick in cement mortar 1:4 on PCC block masonry or concrete surfaces finished even and smooth without using extra cement all as specified and as directed.
M&L for rendering 15mm thick in cement mortar 1:6 on other than fair faces of brick work or on stone masonry surfaces finished even and smooth without using extra cement including taking down existing cement plaster and raking out joints, hacking for key, scrubbing down with water, etc. all as specified and as directed.
M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work/ PCC block masonry or concrete surfaces finished even and smooth without using extra cement including taking down existing cement plaster and raking out joints, hacking for key, scrubbing down with water, etc. all as specified and as directed.
M&L for bed concrete to 110mm bore drain pipes in Plain Cement Concrete 1:4:8 type D2 using 40 mm graded stone aggregate including packing under and haunching against the sides of pipe after they are laid and tested all as specified and directed.
All as described in item No. 27 but for RCC pipe of size 150mm bore
All as described in item No. 27 but for RCC pipe of size 200mm bore
All as described in item No. 27 but for RCC pipe of size 300mm bore
All as described in item No. 27 but for RCC pipe of size 450mm bore
All as described in item No. 27 but for RCC pipe of size 600mm bore
M&L for PVC pipe, 110mm dia, SDR-41, stiffness clause 4 KN/ Sqm, conforming to IS 15328-2003, single socketed in any length, jointed with solvent cement laid in trenches including demolition and breaking up of existing unserviceable SGSW/ RCC drain pipes jointed in cement mortar including demolition of bed concrete and taking out of demolished materials from trenches and making good disturbed surfaces all as specified and directed. Make: PRINCE/ SUPREME/ FINOLEX
M&L for 150mm bore Reinforced cement concrete pipes, class NP2, laid and jointed complete with collars including demolition and breaking up of existing unserviceable SGSW/ RCC drain pipes jointed in cement mortar including demolition of bed concrete and taking out of demolished materials from trenches, removal of the same to a distance exc. 500m but n.exc. 1000m as directed and making good disturbed surfaces all as specified and as directed.
All as described in item No. 34 but RCC pipe of size 200mm bore
All as described in item No. 34 but RCC pipe of size 300mm bore
All as described in item No. 34 but RCC pipe of size 450mm bore
All as described in item No. 34 but RCC pipe of size 600mm bore
S&F in repairs 110mm bore UPVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with PVC batten holders all as specified and directed. Make : PRINCE/ SUPREME/ FINOLEX
M/s A N Kalbhavi
DHANSHRI ENTERPRISES
SHRI.H.R.PATIL
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