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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 LAccepted-AOC 13 218 MASJID EXTEN SADAR BAZAR | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹25.4 L+₹3.4 L (15.3%)Rejected-Finance | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹26.5 L+₹4.5 L (20.4%)Rejected-Finance 127 OLD NAGAR PALIKA BUNGLOW NO 60 NEEMUCH MP NEEMUCH MADHYA PRADESH 458441 INDIA | NEEMUCH | MADHYA PRADESH | 458441 | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹27.9 L+₹5.9 L (26.7%)Rejected-Finance PLOT NO 79 SIS PARK DICHAON ENCLAVE PP2914 NAJAFGARH SOUTH WEST DELHI NEW DELHI 110043 | WEST DELHI | DELHI | 110043 | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹32.4 L+₹10.4 L (47.3%)Rejected-Finance D 154 ADARSH NAGAR NARMADA ROAD JABALPUR 482001 M P | JABALPUR | MADHYA PRADESH | 482001 | L5 | Rejected-Finance Not Being L1 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
28 Sept 2024, 6:00 pmClosed
GE South Delhi Cantt-10
GE South Delhi Cantt-10
REPAIR TO SEWAGE LINE, MANHOLE COVER, DRAIN REPAIR, PATH, CLEANING OF SEWAGE LINE, BOUNDARY WALL AND OTHER ALLIED WORKS AT VIKRAM VIHAR, VRC AND 5 RAJPUT UNDER AGE B/R-I OF GE (SOUTH) DELHI CANTT-10
2024_MES_669049_1
GE/DS-72/2024-25
Open Tender
Civil Works
Item Rate
270 days
GE South Delhi Cantt
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
GE South Delhi Cantt
₹98,000
Yes
24 Oct 2024
31 Aug 2024
30 Sept 2024
31 Aug 2024
28 Sept 2024
14 Sept 2024
Amount
M&L for cleaning of all blockages of Nahni traps/floor traps/bottle traps, blockages of WC's, Rain water pipes, Rain water spouts at roof level, 100 mm dia CI pipes upto 1st manhole/GT in shafts, vertical CI soil/waste pipe stacks, CI Tee/door bends etc & cleaning of drain pipes 150 mm to 250 mm internal dia by rodding and manholes upto 3.0 metre in depth and removal of sludge/silt/liquid mud sand (in foul conditions) etc, out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) complete all as specified and directed by the Engineer-in-Charge to maintain internal & external sewage system in functional state at all the time by engaging/deploying adequate safaiwala (if required) for Vasant Range Colony from 0900 hours to 1700 hours at Complaint Cell of AGE B/R-I mentioned in the contract on daily basis, with manual/pressure cleaning pump and flexible rods and other necessary equipments (as per rules of public health), including digging required nos of pits for depositing sludge and furthure capping the pit with the 25 cm thick layer of soil complete all as specified and as directed.
Notes :- 1 The Nos of person indicated in above items as assumed by the department, shall remain present at the complaint cell of AGE B/R-I (south). Contractor may have to deploy more manpower in the particular area and deploy adequate sewage cleaning machinary/ equipments to clean the line and open blockages. Rates quoted shall be deemed to have considered all such contingencies. 2. In case of non availability/ absence of any of minimum required tradesmen, the recovery for the same shall be effected at double the minimum fair wages applicable for the relevant category or double the market rates whichever is higher, in addition to non payment of this item for the absence period proportionaly. 3. If necessiated by the Engr-in-charge/GE for work on Sunday/ holidays, the contractor shall provide tradesmen with helpers. 4. Proper records (date wise) of complaints received & rectified by the contractor and attendance register of trademen shall be maintained and shall be produced for verification at the time of payment of each RAR/Bill.
Demolition of brick work / stone boulder measonary built in cement mortar or cement lime mortar of any description and in any position complete all as specified and as directed.
M&L for brick work using old size bricks of class 'B', built in cement mortar (1:4), straight or curved on plan, exc 6 metre mean radius complete all as specified and as directed.
Taking down cement plaster including racking out joints hacking for key scrubbing down with water etc on walls and ceiling complete all as specified and as directed.
M&L for 15mm thick cement plaster in cement mortar (1:4) on fair faces of brick or concrete surfaces, finished fair & even without using extra cement complete all as specified and as directed.
M&L for preparation of newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed.
Excavation in trenches in soft/loose soil, not exc 1.5m wide & n exc 1.5m in depth as in foundation , manholes etc.n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed.
Excavation in trenches in hard/dense soil, not exc 1.5m wide & n exc 1.5m in depth as in foundation, manholes etc.n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed.
Demolition and breaking up drain pipes 150 mm dia (Salt glazed stoneware/ACC/RCC), set in cement mortar, including removal of waste material upto 500 metre distance at the place notified by the Engineer-in Charge complete all as specified and as directed.
Demolition and breaking up drain pipes 300 mm dia (Salt glazed stoneware/ACC/RCC), set in cement mortar, including removal of waste material upto 500 metre distance at the place notified by the Engineer-in Charge complete all as specified and as directed.
M&L for 170mm bore nominal size (DWC/HDPE) Double wall corrugated high density polyethylene pipe (SN8) conforming to IS 16098 (Part 2) including all fixing accessories or fittings etc like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and as directed.
M&L for plain cement concrete 1:3:6, type C-2, using 40mm graded stone aggregates, as in bed to drain pipes of 170 mm bore including packing under and haunching against sides of pipes, after they are laid and tested, complete all as specified and as directed.
M&L for 300mm bore nominal size (DWC/HDPE) Double wall corrugated high density polyethylene pipe (SN8) conforming to IS 16098 (Part 2) including all fixing accessories or fittings etc like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and as directed.
M&L for plain cement concrete 1:3:6, type C-2, using 40mm graded stone aggregate as in bed to drain pipes of 300 mm bore including packing under and haunching against sides of pipes, after they are laid and tested, complete all as specified and as directed.
S&F Pre-cast U shape RCC drains 80 mm thick of size 600 x 600 mm (drain measured out to out) and depth 600 mm (T-25) including S&F SFRC drain cover of size 600 mm x 600 mm x 80 mm thickness complete all as specified and as directed. Make : M/s Fuji Silvertech or equivalent
Returning, filling in, including, spreading, levelling, watering and well ramming in layers n.exc 25cm thick in soft/loose soil complete all as specified and as directed.
Removal of excavated surplus soil to a distance not exc 50 metre where directed at a level not exc 1.5m above or below the starting point complete all as specified and as directed.
S&F in repairs factory made precast in cement concrete 1:2:4, type B1, using 20 mm graded stone aggregates cover slabs for drains of size 450 mm x450 mm x70 mm thick including making necessary holes at subsequent distance (i.e 4 x holes in five rows) for ground watering in the drain, set in cement mortar 1:4 with plain fair faces including chamfering, weathering, throating etc and cleaning old material before setting in cement mortar with joints to match, including necessary form work etc complete all as specified and as directed. (Notes : 8mm dia TMT bars min 4 Nos in long span and 8 mm dia TMT bars min 4 Nos in short span shall be provided)
S&F in repairs factory made precast cement concrete 1:2:4, type B1, using 20 mm graded stone aggregates cover slabs for drains of size 600 mmx450 mmx 80 mm thick including making necessary holes at subsequent distance (i.e 4 x holes in five rows) for ground watering in the drain, set in cement mortar 1:4 with plain fair faces including chamfering, weathering, throating etc. and cleaning old material before setting in cement mortar with joints to match including necessary form work etc complete all as specified and as directed. (Notes : 8mm dia TMT bars min 4 Nos in long span and 8 mm dia TMT bars min 5 Nos in short span shall be provided)
S&F in repairs factory made SFRC manhole/drain cover with frame of size 560 mm dia as per company specification, set in cement mortar 1:4 on existing manholes as per site requirement.complete all as specified and as directed. Notes : - (i) Make of SFRC Manhole/drain cover and frame : (a) M/s PS Concrete. (b) M/s KK Manhole.(c) Or equivalent as approved by GE” (ii) Contractor will provide manufacturer's test certificate of SFRC cover & frame etc.
Dewatering/desilting of area drainage system, cleaning of all sludge, silt, residues of both organic and inorganic in nature by manual labour or mechnical scrappers etc and disposal of the same out side the defence land incl taking down the drain cover and after cleaning / desilting the same to be fixed on the drain , dumping the material to any depth complete all as specified and as directed.
S&F in repair, CI gully trap, square or round mouthed,150mm x 150 mm size, shape as required, including dismantling and taking out old GT and jointing with old connection and pipes etc complete all as specified and as directed.
S&F Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed.
Extra for forming fair furnished drain or channels 30 cm inner girth in cement concrete, using cement including forming moulds, mitred/stopped ends etc complete all as specified and as directed.
M&L for PCC, 1:4:8, type D-2, using 40 mm graded stone aggregate as in foundation and mass concrete etc complete all as specified and as directed.
M&L for plain cement concrete, 1:2:4, type B-1, using 20mm graded stone aggregates as in coping, benching, rounded or chamferred on edges includind use and waste of form work etc complete all as specified and as directed.
Cleaning of sewage lines of size 150 mm bore but not exc 300 mm bore including manholes by super sucker machine with water jet pressure, the sucked wastage material will be collected in tanker and disposed off out side of MoD land . All T&P will be provided by contractor including water for pressure to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole complete all as specified and as directed. Notes : A pucca bound Register shall be maintained at site showing the date and type of machine brought by the contractor with Machine number, Licence number and total hours deployed at site. These details shall be got signed by Engr-in-Charge and Contractor, which will be asked primerly while claiming the payment of work done. In absence of the Register, no payment shall be allowed in any circumstances.
S&F Steel Fibre Reinforced (SFRC) Gully trap cover with frame of size 300mm x 300mm and 50mm thick, set in cement motar (1:6) complete all as specified and as directed. Notes: - (i) Make of cover and frame : (a) M/s PS Concrete. (b) M/s KK Manhole.(c) Or equivalent as approved by GE” (ii) Contractor will provide manufacturer's test certificate of the same.
Surface dressing not exceeding 15 cm deep and getting out in soft / loose soil complete all as specified and as directed.
M&L for 75 mm thick cement concrete 1:4:8, type D-2, using 40 mm graded stone aggregate as in sub base etc complete all as specified and as directed.
M&L for Machine pressed pre cast concrete inter locking paver block 60mm thick with grey cement and pigment & glossy finished of any shape colour and size over and including 50mm thick sand cushioing complete all as specified and as directed.
M&L for coloured chequered cement concrete tiles of size 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors over and including 20 mm thick screed bed in CM 1:6 complete all as specified and as directed.
Note :- (i) The contract sum shall be after deducting the amount of Credit shown in Sch of Credit of this Tender. (ii) If any item of same description in nature is found to be entered as "double in BOQ" and the bidder quotes different rates against same item, then the rate quoted on lower side shall be applicable and higher rate will not be allowed to be paid in any circumstances. No claim on this account shall be entertained on a later date.
M/S Davinder Kumar (BID ID -3104216)
JINDAL ENTERPRISES (BID ID -3101046)
M/S Parmod Johar (BID ID -3104377)
RADHEY CONSTRUCTION (BID ID -3102400)
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