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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.9 LAccepted-AOC SRIKONA CHANDIPUR BALASORE 756 025 | BALASORE | BALASORE | ORISSA | 756025 | ₹32.9 L Quoted ₹33.2 L | L1 | Accepted-AOC Being lowest |
| 2 | L2₹33.8 L+₹62,920.80 (1.90%)Rejected-Finance PASCHIM BHAGABANPORE DARUA CONTAI PURBA MEDINIPUR 721401 | PURBA MEDINIPUR | PURBA MEDINIPUR | WEST BENGAL | 721401 | ₹33.8 L+₹62,920.80 (1.90%) | L2 | Rejected-Finance Not being lowest |
| 3 | L3₹35.1 L+₹1.9 L (5.66%)Rejected-Finance AT PO CHANDIPUR BALASORE 756025 | BALASORE | BALASORE | ODISHA | 756025 | ₹35.1 L+₹1.9 L (5.66%) | L3 | Rejected-Finance Not being lowest |
| 4 | L5₹36.0 L+₹2.8 L (8.37%)Rejected-Finance | ₹36.0 L+₹2.8 L (8.37%) | L5 | Rejected-Finance Not being lowest |
| 5 | L6₹47.5 L+₹14.3 L (43.1%)Rejected-Finance SRIKONA POTAPOLA CHHAKA CHANDIPUR ROAD BALASORE ODISHA 756025 | BALASORE | BALESHWAR | ODISHA | 756025 | ₹47.5 L+₹14.3 L (43.1%) | L6 | Rejected-Finance Not being lowest |
Tender Value
₹33 L
EMD Value
₹66,000
Closing Date
3 Sept 2022, 6:00 pmClosed
GE I R and D Chandipur
GE I R and D Chandipur Post Chandipur PIN 756025
REPAIRS REPLACEMENTS AND CLEANING OF SEWAGE LINE GULLY TRAPS SEPTIC TANK MAN HOLES OVER HEAD WATER TANKS AT BALASORE
2022_MES_545369_1
8767/E8
Open Tender
Civil Works - Others
Item Rate
270 days
Balasore
As per tender documents
8 documents required · 8 mandatory
₹500
GE I R and D Chandipur
₹66,000
Yes
1 Oct 2022
13 Aug 2022
5 Sept 2022
13 Aug 2022
3 Sept 2022
29 Aug 2022
Amount
NOTE (Applicable for all items) :- The bidders/contractors are advised to read tender document & all corrigendum / amendments and General conditions of contracts before entrying/quoting the rates.
Removing carefully the precast cover slabs of septic tanks and Dewatering/ desludging and taking out deposited sludge silt residue of both organic and inorganic nature, mechanically with sewer suction cum jetting Machine mounted on Truck, cleaning the septic tank / Soakage well by removing solid waste/sludge from the tank removing the sludge from the edge of septic tank after drying and removing the same outside MD land and land where directed including applying one coat of linseed oil on the bottom and sides of the septic tanks (inner side) and setting the same covers in old position in CM 1:6 after inspection by Engr-in-Charge and as directed for Septic Tank of size 13.60mx4.0mx6.0m in LBH (PXE SEPTIC TANK) Note: work will be executed in foul condition
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 14mx4.6mx3.0m in LBH (PXE SEPTIC TANK)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 6.0mdia x 3.60m Depth (ITR Circular SEPTIC TANK)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 13.60mx4.0mx6.0m in LBH (ITR SEPTIC TANK)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 2.5mx2.5mx2.5m in LBH (OT Road SEPTIC TANK)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 4.5mx2.0mx2.5m in LBH (OT Road SEPTIC TANK)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 3.00mx2.0mx2.5m in LBH (Septic Tank near ROMI mess)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 13.60mx4.0mx6.0m in LBH (Septic Tank near ROMI mess)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 7.0mx4.0mx3.0m in LBH (T-16)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 13.60mx4.0mx6.0m in LBH (Septic Tank near ROMI mess)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 7.0mx4.0mx3.0m in LBH ( T-16)
All as per Sl Item No. 1 here-in-before but for Septic Tank of size 2.5mx1.5mx2.5m in LBH (Septic Tank PH colony)
All as per Sl Item No. 1 here-in-before but for Septic Tank for 50 users (P-83, T-12, 11, 39, 78 and PH no-5)
Removing carefully the cover slabs of manholes of any size and shape and removing the scum/sludge by mechanical means including any organic or inorganic matters and disposing the same to a distance exc 250m and n.exc 500m where directed and setting the manhole cover old in position in CM 1:6 after inspection by Engr-in-Charge and as directed.
Cleaning carefully with using fresh water for the blockage in CI or SWG pipe 100mm dia in between man holes using mechanically oprated Hydraulic pressure machine equpied with jet and suction pressure cleaning and passing rubber ball through line to ensure all blockage perfectly clear complete all as directed by Engineer-in-charge.
Cleaning carefully with using fresh water for the blockage in CI or SWG pipe 150mm dia in between man holes using mechanically oprated Hydraulic pressure machine equpied with jet and suction pressure cleaning and passing rubber ball through line to ensure all blockage perfectly clear complete all as directed by Engineer-in-charge.
Cleaning of blockage in the floor/nahni traps in kitchen or bath room or sinks by manually or with water jet after carefully removing the old gratingw and refixing the grating in the same position including finishing with white cement complete all as specified and as directed by Engr-in Charge.
Removal carefully the precast cover slab of drain, Cleaning and removing of silts from drain and hume pipe by mechanical means of any description by roding and well flushing with water, taking out west materials and disposing the same to a distance not exc 50m and setting the same cover in old position complete all as directed by Engr-in-Charge.
Removing carefully the cover slabs of gully traps of any size and shape and removing the scum/sludge including any organic or inorganic matter to a distance exc 250m and n exc 500m and setting the civer slab in old position in CM 1:6 after inspection by Engineer-in-Charge and as directed.
M & L for removing the plant from walls & roof of the building with complete roots, applying recommended chemicals to prevent further growth as directed, making good the disturbed surface with CM 1:3 and applying surface finishs to match the existing surface including removal of debris etc outside the premises complete all as required and specified.
M&L cleaning of the service tanks of capacity upto 500 liters twice (as directed) installed on roofs and 2nd, 3rd, or 4th stories of building at various places by emptying the tanks, by removing the scale and other all other foreign materials deposited on side wall and bottom of the tanks by scraping and brushing with wire brush and cleaning with bleaching powder slurry and allowed to dry and tajk washing and cleaning the tank with fresh water including refixing the top cover of tank properly after cleaning and writing letters such as details of the tanks like date of cleaning, capacity of tank with synthetic enamel paint with letter size 10cm heigh in block colour, over a thick of size 60x 30mm complete all as directed by Engr-in-Charge.
All as per Sl Item No. 21 above but service tanks of capacity above 500 liters and upto 1000 liters.
Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundations, etc. or manholes, sewage lines, etc. n exc 10 sqm on plan and getting out in soft / loose soil.
Removing surplus excavated spoil/earth to a distance not exc.50M and deposited where directed at a level not exc.1.5 M above the starting point.
Returning filling in soft /loose excavated soil including spreading leveling watering and well ramming in layers not exceeding 25 CM and all as specified and directed.
Demolition and breaking up of drain pipes of 100 mm dia (Salt glazed ware, AC or RCC) set in cement motar complete all as directed.
Demolition and breaking up of drain pipes of 150 mm dia (Salt glazed ware, AC or RCC) set in cement motar complete all as directed.
S&F 100mm dia HDPE double wall corrugated SN 8 underground drainage/sewer pipes, confirming to IS 7328, single socketed in any length jointed with solvent cement laid in trenches or floors etc complete all as specified and as directed .
S&F 150mm dia HDPE double wall corrugated SN 8 underground drainage/sewer pipes, confirming to IS 7328, single socketed in any length jointed with solvent cement laid in trenches or floors etc complete all as specified and as directed.
M&L concrete bed to drain pipe including packing under and haunching against sides of pipes after they are laid and tested in PCC 1:3:6, type C-2, using 40mm graded stone aggregate for 100mm dia pipes all as specified.
M&L concrete bed to drain pipe including packing under and haunching against sides of pipes after they are laid and tested in PCC 1:3:6, type C-2, using 40mm graded stone aggregate for 150mm dia pipes all as specified.
Cleaning of blockage in the WC "P" traps in toilet up to 1st Manholes by manually or with water jet after carefully removing the connected Caps of pipe and refixing the same in the position complete all as specified and as directed by Engr-inCharge.
Demolition of brick wall built in cement mortar.
M/L brick work with flyash bricks old size straight or curved on plan to any radius exc 6m mean radius build in CM 1:4
Taking down cement plaster on brick work or stone walls, etc including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified.
M&L Rendering 15 mm thick in cm (1:4) on brick wall, finished even and smooth (with out using extra cement ), all as specified and directed.
Supply only Liquid water proofing compound (ISI marked) of approved make.
M&L for three coat of white wash over newly plastered surface of ceiling all as specified and directed as per manufacturers instructions.
Demolition of reinforced cement concrete of any description and in any position as in ground floors all as directed by Engr-in-Charge
M & L for TMT bars 10 mm dia and over cut to length, bent to shape required including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as directed.
M & L for TMT bars 6 to 8 mm dia and over cut to length, bent to shape required including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as directed.
All as per Sl item No 41 here-in-before but 5mm and over upto and including 10mm dia in stirrups, Spaers and binders.
M&L precast RCC (1:2:4) B-1 using 20mm graded aggragate as cover slab set in cement mortar 1:6
Supply and Fix in repairs 75mm bore PVC (SWR) pipes for rain water pipes single socketed in any length with rubber ring joints fixed to walls including neccesay clamp brackets complete all as specified and as directed.
Supply and Fix in repairs 110mm bore PVC (SWR) pipes for rain water pipes single socketed in any length with rubber ring joints fixed to walls including neccesay clamp brackets complete all as specified and as directed.
Supply and fix 110mm bore PVC (SWR) junction single (Single "T") equal or unequal with access door complete all as specified and as directed.
Supply and fix 110mm bore PVC (SWR) bends of any radius complete all as specified and as directed.
Supply and fix 75mm bore PVC (SWR) junction single (Single "T") equal or unequal with access door complete all as specified and as directed.
Supply and fix 75mm bore PVC (SWR) bends of any radius complete all as specified and as directed.
S & F PVC (SWR) vent cowl of 75mm complete all as directed by Engineer-In-Charge.
S & F PVC (SWR) vent cowl of 110mm complete all as directed by Engineer-In-Charge.
S/F in repair PVC ball valves high pressure with polythene float and fly nut complete, screwed for iron pipe of 20mm bore in repair ( PRAYAG).
S/F PVC ball valves high pressure with polythene float and fly nut complete, screwed for iron pipe of 25mm bore in repair ( PRAYAG).
M & L for PVC (SWR) gully trap 125/110 mm,setting and jointing with solvent cement
PVC (SWR) multi floor trap 75 mm diawith grating includingjointing with solvent cement
Demolition of cement concrete(unreinforced) of any description and in any position not otherwise specifically provided.
M&L providing PCC(1:3:6) type C2 using 40mm graded aggregate as in foundation, filling and mass concrete.
M & L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) as in copings, bed plates etc, including necessary form work complete all as specified.
M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in surface channel or drains.
M&L for extra forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc.
Add or deduct for each 25mm girth or part thereof over or under 30 cm ditto.
M&L 50mm thick cement concrete 1:2:4 type B 1 using 20mm graded aggregate as in pavings, hard standings etc finished even and smooth without using extra cement and making impressions of expanded metal, while concrete is green.
M&L 75mm thick, cement concrete, type C-2, 1:4:8 (40mm graded aggregate) finished even and rough to receive floor topping.
RANA ENTERPRISES
DS ENTERPRISES
Rekha Enterprises
jlenterprise
bholanath bera
Bidder Name
RANA ENTERPRISES
DS ENTERPRISES
Rekha Enterprises
jlenterprise
vaishnaveedevienterprises
bholanath bera
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