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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | L1 | Accepted-AOC BEING L1 AND REASONABE | |
| 2 | L2₹7.5 L+₹1.8 L (31.9%)Rejected-AOC | L2 | Rejected-AOC NOT BEING L1 | |
| 3 | L3₹8.4 L+₹2.7 L (47.7%)Rejected-AOC A 153 HQ CE EC KOLKATA LEKHAPANI POST TINSUKIA DIST ASSAM STATE | L3 | Rejected-AOC NOT BEING L1 | |
| 4 | L4₹8.7 L+₹3.0 L (53.2%)Rejected-AOC PLOT NO 26 1ST FLOOR PRATAP NAGAR NEAR JAIL ROAD NEW DELHI 110064 | NEW DELHI | NEW DELHI | DELHI | 110064 | L4 | Rejected-AOC NOT BEING L1 | |
| 5 | L5₹9.3 L+₹3.6 L (62.9%)Rejected-AOC | L5 | Rejected-AOC NOT BEING L1 |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
25 Mar 2023, 6:00 pmClosed
GE EM RR HOSPITAL
GE EM RR HOSPITAL, RAO TULA RAM MARG, DELHI CANTT 10
CLEANING OF SEWAGE LINES AND MANHOLES AND REPAIR TO EXISTING SEWER LINES OF ADC BLDG OLD AASHIANA BLDG OFFR MESS MNS MESS NURSING CADET MESS AND STATIC WORKSHOP AT AHRR UNDER AGE BRI OF GE EM RR HOSPITAL DELHI CANTT 10
2023_MES_572985_3
GE/H-39/2022-23
Open Tender
Civil Works
Item Rate
180 days
GE EM RR HOSPITAL DELHI CANTT 10
AS PER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹500
GE EM RR HOSPITAL
₹16,000
Yes
31 Mar 2023
10 Mar 2023
27 Mar 2023
10 Mar 2023
25 Mar 2023
18 Mar 2023
Amount
Cleaning and removal of blockage in kitchen floor trap, gully trap at any floor incl pipe line up to the first manhole complete all as directed. Note : This item is daily basis, baised on complaint received by the user to be attended same day by the contractor.
Cleaning and removal of blockage in bathroom, nahani trap and wash hand basin bottle trap, gully trap at any floor incl pipe line up to the first manhole complete all as directed. Note : This item is daily basis, baised on complaint received by the user to be attended same day by the contractor.
Cleaning and removal of blockage of IWC/EWC/Urinal pot and gully trap at any floor incl pipe line up to the first manhole complete all as directed. Note : This item is daily basis, baised on complaint received by the user to be attended same day by the contractor.
Desilting/ desludging upto 3m depth and removing of non-degradable chocking material including cleaning main sewer lines of dia upto 150mm of any depth by using high pressure jetting(VACUM SUCTION) by means of "Super Sucker" machine incl plugging/cleaning and dewatering of connection manholes incl removal and disposal of sludge/silt/non degradable material/waste water etc out of MOD land at any distance and with no additional cast on the same day when it was taken out. The job shall be carried out with safety precaution equipment and with strict supervision complete all as directed by Engr-in-Charge. Note : (i) Mannual cleaning operation is prohibited. (ii) The clealing shall be carried out with mechanised operation by means of diesel/ electric operated vehicle mounted hydraulic operated high pressure suction-cum jetting machines fitted with pump of required capacity. (iii) The service provider/ contractor during the mechanized operation shall be equip with gas monitor, nylon rope ladder, torch light and compressed blower etc alongwith the sewage cleaning truck mounted suction / jetting machine. (iv) The rates quoted by the contractor are deemded to be inclusive of moblisation of "Super Sucker" machine, water for jetting, T&P, supervising engineer, operater (skilled driver/technical staff/manpower) and allied infrastructure required for smooth functioning of machine and operation. (v) The T&P as and when brought by the contractor based on site requirement, the concern site executive shall take a photograph of machine alongwith the supervising staff. (vi) A register shall be maintained by the contractor showing the machine No/Veh No and their deployment at site mentioning time and date duly signed by concern JE, Engr-in-Charge and contractor. The same register shall be produced while claiming the payment by the contractor.
All as per item No. 04 here-in-before but exc 150 mm dia and not exc 300 mm dia.
Manually Cleaning of existing 150/200mm dia sewage line upto 3.00 mtr depth from ground level by rodding or by any means and blowing water through pipe for efficient functioning of pipe line incl manpower and allied infrastructure required for smooth functioning and operation
All as per item No. 06 here-in-before but exc 200 mm dia upto 300 mm dia.
Desludging of existing manholes of depth upto exc 1.0 m but not exc 3.0 mtr vol of manhole. The clealing shall be carried out with mechanised operation by means of diesel/ electric operated vehicle mounted hydraulic operated high pressure suction-cum jetting machines fitted with pump of required requisite capacity and the sludge sucked out with supper succer machine of required capacity and sent to storage tanks for further disposal to the authorised disposal site. The sludge deposited in sewage line shall be fully cleaned and disposed off the same outside the MoD land at any distance and with any additional cost on the same day when it was taken out. The job shall be carried out with safety precaution equipment and with strict supervision complete all as directed. Note : (i) The mode of measurement shall be in cum by computing interal dimension of existing manholes. The depth shall be measured from bottom of manhole upto the top of liquid level. (ii) The tenderer shall engage the above mentioned T&P and intimate to Engr-in-Charge in writing with machine No/Vehicle No etc for their record and prior approval to GE. (iii) The T&P as and when brought by the tenderer based on site requirement the concern site executive shall be take a photograph of machine alonwith the supervising staff i.e JE's and contractor's rep etc and shall kept in record with date. (iv) A pucca bounc register shall be maintained showing the machine No/Vehicle No and their deployment at site mentioning time and date duly signed by concern JE, Engr-in-Charge and contractor and the same register shall be produced while claiming the payment by the tenderer.
Demolition of brick work or stone/ boulder masonary built in cement mortar incl all qouines arches, pillers etc but excluding ashler facings dressed stone work and precast concrete articles.
M&L for brick work straight or curved on plan exc 6m mean radius in cement mortar 1:4 with Sub class ‘B’ brick complete all as specified and as directed.
M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping, benching for manholes and haunching around manholes frame for setting, coping etc including use of necessary form work and finishing exposed surfaces even and smooth using extra cement complete all as specified and as directed
Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and as directed.
M&L for 15mm thick rendering in cement mortar 1:4 with using water proofing compound as per manufacturer' instruction to fare faces of brick or concrete surfaces, finished even and smooth without using extra cement, complete all as specified and as directed. Note: (Supply only water proofing compound shall be measured separately under respective item).
Supply only liquid water proofing compound.
Excavation as in trenches in hard and dense soil not exc 1.5 mtr wide and not exc 1.5 mtr depth for foundation of manholes/ sewer lines and getting out complete all as specified and directed
Demolition of cement concrete (unreinforced) in ground floor and in paving n exc 15 cm thickness (below or above ground level), complete all as specified & directed.
Demolition and breaking up drain pipes (SGSW, AC or reinforced concrete) set in cement mortar of 300 mm internal dia of Pipe, complete all as specified & directed.
Demolition and breaking up drain pipes (SGSW, AC or reinforced concrete) set in cement mortar of 200 mm internal dia of Pipe, complete all as specified & directed.
Demolition and breaking up drain pipes (SGSW, AC or reinforced concrete) set in cement mortar of 150 mm internal dia of Pipe, complete all as specified & directed.
M&L PCC (1:3:6) type C-2 as in cement concrete bed to drain/ sewage pipe including packing under and haunching against the sides of pipes of pipe 300 mm internal dia after they are laid and tested complete all as specified and directed by Engineer-in-Charge
M&L PCC (1:3:6) type C-2 as in cement concrete bed to drain/ sewage pipe including packing under and haunching against the sides of pipes of pipe 200 mm internal dia after they are laid and tested complete all as specified and directed by Engineer-in-Charge
M&L PCC (1:3:6) type C-2 as in cement concrete bed to drain/ sewage pipe including packing under and haunching against the sides of pipes of pipe 150 mm internal dia after they are laid and tested complete all as specified and directed by Engineer-in-Charge
M&L for 300 mm size reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed
M&L for 200 mm size reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed
M&L for 150 mm size reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed
M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in main holes foundation, filling and mass concrete complete all as spd and as directed
Returning, Filling in hard/dense soil including spreading, leveling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed by Engineer-in-Charge
Removing excavated material to a distance exc 250m and not exc 500 m depositing where directed at a level not exc 1.50m above the starting point complete all as specified and as directed.
Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan necks etc, complete all as specified & directed.
S&F 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall with clamps and all connection i.e. bends, tee equal or unequal, complete all as specified and directed.
S&F 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall with clamps and all connection i.e. bends, tee equal or unequal, complete all as specified and directed.
S&F 110mm bore PVC (SWR) bends any radius, complete all as specified & directed.
S&F 75mm bore PVC (SWR) bends any radius, complete all as specified & directed.
S&F PVC (SWR) branch pieces (single 'Y') equal or unequal 110 mm bore, complete all as specified.
S&F PVC (SWR) branch pieces (single 'Y') equal or unequal 75 mm bore, complete all as specified.
S&F 75mm bore PVC (SWR) vent cowl, complete all as specified & directed.
Demolition of reinforced cement concrete as in drains or manhole covers of any description and in any position not otherwise specifically provided for complete all as specified and as directed
M&L for factory made RCC manhole covers with cover frame comprising of 75mm thick cover area of each cover slab exc 0.50 sqm but & not exc 1.00 sqm including provision of hot dip galvanized lifting hook for lifting overall cover with suitable size angle iron frame, RCC cover of M30 grade concrete by vibro compression process, medium duty, confirming to IS-12592 including fixing on drain, complete all as specified and directed by Engg-n-Charge.
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