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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹10.3 L+₹1.5 L (17.1%)Rejected-Finance 3 SHITALNATH FLATE 1 NR KHANPUR JAIN TEMPLE OPP BANK OF INDIA SHAHPUR AHMEDABAD GUJARAT 380001 | AHMADABAD | GUJARAT | 380001 | L2 | Rejected-Finance Other than Lowest | |
| 3 | L3₹11.3 L+₹2.5 L (28.7%)Rejected-Finance PLOT NO 626 627 GIDC BEHIND GANGOTRI DIARY PORBANDAR 360 577 | PORBANDAR | GUJARAT | 360577 | L3 | Rejected-Finance Other than Lowest |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
23 Apr 2020, 6:00 pmClosed
Maj Saikat De
GE (I) Navy Porbandar Tija Mile Porbandar
CLEANING OF MANHOLES, SEWAGE LINES, SEPTIC TANKS, SOAKAGE WELLS, WATER STORAGE TANKS AND ALLIED B/R REPAIRS AT OKHA UNDER GE (I) NAVY PORBANDAR
2020_MES_329104_1
8745/Okha/E8
Open Tender
Miscellaneous Services
Item Rate
334 days
Porbandar
Please refer Tender Documents
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer (I) Navy
₹20,000
Yes
9 May 2020
27 Feb 2020
24 Apr 2020
27 Feb 2020
23 Apr 2020
13 Mar 2020
28 Feb 2020 - 12 Mar 2020
Amount
Taking out (desilting) silt, Brick Bats, debris liquid waste sludge in solid/semi-solid state from Manholes including pumping out sludge where ever necessary plugging diverting the flow in the drain if necessary and stacking the removed silt/sludge in deposit away from the edge of manholes, by mechanical means such as jet auger and mechanical vacuum tank as directed including use of safety belt, mask, dry cells torch for lightening inside the manholes and taking similar precautionary measures and removing the sludge etc outside MD land in covered container and cleaning the manholes with clean water etc all as specified and directed:-
a) Manholes of depth not exceeding 1.0 mtr .
b) Manholes of depth exceeding 1.0 mtr but not exceeding 2.0 mtr.
Removal of blockage of sewage line Bore of pipe up to 110mm and systematically cleaning the same using necessary tools mechanically or manually such as passing rope knot bamboo kanti , jet auger, pressure tool and mechanical tools of description of required size including safety measures such as mask for gas etc all as per item of cleaning of manholes flushing the pipes with water after removal of blockage as specified
Removal of blockage of sewage line Bore of pipe 150 mm and systematically cleaning the same using necessary tools mechanically or manually such as passing rope knot bamboo kanti , jet auger, pressure tool and mechanical tools of description of required size including safety measures such as mask for gas etc all as per item of cleaning of manholes flushing the pipes with water after removal of blockage as specified
Taking out silt, brick, debris, liquids waste, sludge in solid / semi solid/ liquid state including complete cleaning of septic tank (bailing out water) and suitably disposing off outside MD land in covered container for the following capacities by mechanical means such as jet auger and mechanical vacuum tank complete all as specified and directed by Engr-in-Charge.
a) 100 users capacity septic tank
b) 200 users capacity septic tank
c) 250 users and above capacity septic tank
Cleaning of chocking / blocking of WHB / water closet (Indian/European WC), floor traps, Gully trap using necessary cleaning and pressure tool and cleaning /washing area and re-fixing the grating, etc in position after completion of job packing with white cement, all as specified and directed.
Demolition of brickwork or stone/ boulder masonry, built in cement mortar complete all as specified and directed.
Porbandar stone masonry work, square rubble, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified.
Rendering 15 mm thick on fair faces of brick/stone masonry or concrete surfaces surface in cm 1:4 finished fair and even without using extra cement complete all as specified.
Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil , including braking haunching/ pipe line below ground level, complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm (each layer) complete all as specified.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified.
Dismantling 100mm NP2 / SWG pipes fixed in any position or of any description complete all as specified and directed.
Dismantling 150mm NP2 / SWG pipes fixed in any position or of any description complete all as specified and directed.
M&L for Reinforced concrete pipes, class NP2, laid and jointed complete with collars of nominal dia 110mm complete all as specified and directed.
M&L for Reinforced concrete pipes, class NP2, laid and jointed complete with collars of nominal dia 150mm complete all as specified and directed.
Cutting into existing manholes 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 B-l smooth finished, and reforming benching as required, for 150mm dia complete all as specified and directed.
Cutting into existing manholes 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 B-l smooth finished, and reforming benching as required, for 100mm dia complete all as specified and directed.
M & L for salt glazed stoneware gully traps, size 150x100mm, squre or round mouthed, type 'P' with 'P' trap and encasing in PCC 1:3:6 type C-2 including excavation in any type of soil returning, filling in ramming and removal of surplus soil and CI grating as fixed in repairs complete all as specified and directed.
M & L for salt glazed stoneware gully traps, size 150x150mm, squre or round mouthed, type 'P' with 'P' trap and encasing in PCC 1:3:6 type C-2 including excavation in any type of soil returning, filling in ramming and removal of surplus soil and CI grating as fixed in repairs complete all as specified and directed.
Demolition reinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed.
Pre cast RCC (1:2:4) type B-1 using 20mm graded stone aggregates as in manhole cover and set in cement mortar (1:4) including necessary form work complete all as specified. (Reinforcement shall be measured & paid separately)
Mild steel CRS steel bar for reinforcement 10 mm 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 quality complete all as specified.
Mild steel CRS steel bar for reinforcement 8 mm dia 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 quality complete all as specified.
PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls of nominal bore 110mm of pressure rating 6kgs / cm2 in repair / replacement complete all as specified and directed.
PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls of nominal bore 75mm of pressure rating 6kgs / cm2 in repair / replacement complete all as specified and directed.
PVC (SWR) bends any radius of nominal bore 110mm fixed in repair / replacement complete all as specified and directed.
PVC (SWR) bends any radius of nominal bore 75mm fixed in repair / replacement complete all as specified and directed.
Demolition of Unreinforced Cement Concrete of any description and in any position not otherwise specifically provided for .
Providing Cement concrete, 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including demolition of existing cement concrete of any description and in any position all as specified and directed.
Providing cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in coping, benching etc. incl weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified.
M & L for PCC 1:2:4, type B -1, using (20mm graded stone aggregate), as surface channels, drains etc. complete including necessary form work.
PCC 1:3:6 type C-2 as in bed to drain pipes of 100mm bore including packing under and haunching against the sides of pipe after they are laid and tested, including filling complete all as specified and directed.
PCC 1:3:6 type C-2 as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipe after they are laid and tested, including filling complete all as specified and directed.
Cleaning and removing all scale and dirt etc from tanks & from mouths of circulating pipes etc of service water/loft tanks located at roof of the bldgs. at different locations of capacities as under:
Capacity exceeding 250 but not exceeding 500 litres each
Capacity exceeding 501 litres but not exc 1000 litres each
Capacity exceeding 1001 litres but not exc 2000 litres each Note for item No. 34 1. The contractor will write date of cleaning.& due date of cleaning on Tank as directed by the Engr-in-Charge. 2. At the time of cleaning disconnected pipes/fittings shall be reconnected as per existing to made it leak proof complete all as directed by the Engr-in-Charge.
SHREE CHAMUNDA ENTERPRISE
M/S. P.M GODHANIYA
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