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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.0 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹15.0 L+₹1.0 L (7.39%)Rejected-Finance | 2 | Rejected-Finance NOT LOWEST | |
| 3 | 3₹17.2 L+₹3.2 L (23.1%)Rejected-Finance | 3 | Rejected-Finance NOT LOWEST | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected due to remark No Slow Progress in WLR |
Tender Value
₹20.0 L
EMD Value
₹39,980
Closing Date
4 May 2023, 6:00 pmClosed
GE (AF) PALAM DELHI CANTT
GE (AF) PALAM DELHI CANTT-10
CLEANING OF EXISTING SEWAGE LINES, MANHOLES, SEPTIC TANK AND REPAIR TO DRAIN, CULVERT, FENCING, JAFFERY WALL, PATH, HARD STANDING ETC IN ROCK VIEW AREA, TECH AREA, LOGESTIC SECTION, 140 MC DET, AFCNWP, IFS, CPRU AT AF STN PALAM UNDER GE (AF) PALAM
2023_MES_588549_1
GENP-05/2023-24
Open Tender
Civil Works
Item Rate
180 days
GE (AF) PALAM DELHI CANTT
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE (AF) PALAM
₹39,980
Yes
18 Aug 2023
6 Apr 2023
5 May 2023
6 Apr 2023
4 May 2023
21 Apr 2023
Amount
Excavation in trenches, n.exc 1.5M wide and not exceeding 1.5M depth for foundation etc or for shaft, wells, cesspits, manhole, pier holes etc n.exc 10 Sqm on plan and n.exc 1.5M in depth and getting out in soft/loose soil .
All as per item No.01 above but depth exceeding 1.5M and n.exc 3.00 Mtrs .
All as per item No.01 above but depth exceeding 3.00 M and n.exc 4.50 Mtrs .
Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm complete .
Removing excavated material ( soil) to a distance exc 50 Mtrs but n.exc 150M and depositing where directed at a level n.exc 1.5M above the starting point complete.
Demolition of cement concrete un-reinforced of any description and in any position not specifically provided for and removing the debris from site to outside MoD land .
Demolition of brickwork or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing the debris from site to outside MoD land .
M&L for brick work with sub class 'B' bricks, straight or curved on plan, exc 6M mean radius, built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge
Taking down cement plaster on brick/stone or concrete surfaces including raking out joints, hacking for key , scrubbing down with water etc and removing the debris from site to outside MoD land .
M&L for rendering 15mm thick in cement mortar on fair faces of brick work or concrete surfaces of walls including finishing even and fair without using extra cement and using water proofing compound as per Manufacturer's Instructions. Note : WPC shall be measured and paid separately.
Supply only water proofing compound as per manufacturers instuctions.
M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete.
M&L for cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including necessary form work.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi tred/stopped ends etc.
Demolition & breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) set in cement mortar including bed concrete of internal dia of pipe 150mm and removing the debris from site to outside MoD land .
All as per item No 15 above but for internal dia of pipe 200mm.
All as per item No 15 above but for internal dia of pipe 250mm.
S&F for 150mm bore reinforced concrete pipes, class NP-3 laid and jointed complete with collars all as specified.
All as per item No 18 above but for internal dia of pipe 200mm.
All as per item No 18 above but for internal dia of pipe 250mm.
M&L for cement concrete 1:3:6, type C-2, using 40mm graded stone aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes, after they are laid and tested for 150mm bore pipe complete all as specified
All as per item No 21 above but for 200mm bore pipe.
All as per item No 21 above but for 250mm bore pipe.
M&L for cutting into existing manholes for connecting new drains of dia 150 mm, 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
All as per item No 24 above but for 200mm bore pipe.
All as per item No 24 above but for 250mm bore pipe.
M&L for removal of blokage in sewage lines between manholes of various sizes by any means by using Kambore NM-01 No Kamgarb 5 Ltr 01 No, Kambore 1075 up-01 Nos Retriever 150 including removing Rugs of any type, dirt etc complete upto the entire satisfaction of Engr-in-Charge Note : (i) The rate quoted in this item includes cost of T&P like Kambore NM-01 No Kamgarb 5 Ltr 01 No & Retriever 150 etc complete. (ii) Minimum two persons shall be deployed by contractor and they shall be present on all working days for attending the complaints of sewage. The complaints shall be detailed by JE/AGE concerned. In case of non attending of complaints within 20 hours except on holidays, the recovery @ Rs 100/- per complaint shall be made from contractor's dues. (iii) All the above machineries shall be deposited in complaint cell of AGE B&R-I, AF Station Palam within 15 days from the date of commencement of work.
M&L for removal of blokage of soil/waste pipes, WC, WHB,Bottle Trap, Floor/ Nahani Trap, GT etc running on external wall of buildings complete all as specified and directed
Cleaning of manhole upto 1 m depth and removal of sludge silt/liquid/mud/sand/water etc in foul position and removing the same from site to outside the MoD land complete.
All as per item No 29 here-in-before but depth exceeding 1m and not exceeding 2mtrs.
All as per item No 29 here-in-before but depth exceeding 2m and not exceeding 3 mtrs.
S&F in replacement of SFRC Manhole cover of size 900mm x 600mm x 70mm thick laid over existing drain complete all as specified and as directed by Engr-in-Charge.
S&F in replacement of SFRC manhole cover of size 600mm x 600mm x 70mm thick with frame set in cement mortar 1:4 complete all as specified and as directed.
S&F in replacement of SFRC Manhole cover slabs of size 450mm x 450mm x 40mm thick with frame set in cement mortar 1:4 complete all as specified and as directed. (Notes for item No 32 to 34 -The contractor shall produce the PVs alongwith test certificate at the time of payment).
Dismantling of cast iron pipe of 75/100 mm dia jointed in any cement mortar complete all as specified and directed.
S&F for 100mm bore cast iron (sand cast) waste and vent pipe in any length with or without ears fixed to walls including suitable clamps after every one mtr of interval with cement joints complete all as specified.
S&F in repair for 100mm bore cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) with oval access door.
S&F in repair for 100mm bore cast iron branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door.
S&F for 75mm bore cast iron (sand cast) waste and vent pipe in any length with or without ears fixed to walls including suitable clamps after every one mtr of interval with cement joints complete all as specified.
S&F for 75mm bore cast iron (sand cast) waste and vent pipe in any length with or without ears laid in trenches or in floor with cement joints complete all as specified.
S&F in repair for 75mm bore cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) with oval access door.
S&F in repair for cast iron cowls 100 mm size.
S&F in repair for 110mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to walls including suitable clamps complete.
S&F in repair for PVC (SWR) bends 110mm bore fixed to PVC pipes complete.
S&F in repair for 75mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to walls including suitable clamps complete.
S&F in repair for PVC (SWR) bends 75mm bore fixed to PVC pipes complete.
S&F in repairs salt-glazed stone ware gully traps of size 150X150mm square or round mouthed type 'P' including cast iron cover complete.
S&F in repair vitreous china wash down water closet pan (pedestal pattern), white (excluding flushing cistern) including P or S-trap and PVC seat cover white (Standard) with hinging device, PVC bend complete all as specified.
S&F in repair PVC flushing cistern 10 ltrs capacity valveless, syphonic action type, low level, white with inlet, ball valve, float and handle including brackets and PVC flush pipe of 32 mm bore and connection to pipes etc complete.
S&F in repair PVC connections 15mm size with PTMT nuts of length 600 mm.
M&L for providing precast cement concrete louvres and jallies, 55mm thick (measured solid) in 1:2:4, B-0 using 12.5mm graded stone aggregate including all mouldings but excluding frame including dismantling of existing jallis complete.
M&L for 75 mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in plinth protection finished even and smooth with out using extra cement including making joints at suitable interval and filled with bitumen mastic and necessary form work complete.
M&L for 60 mm thick factory made machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of M-35 Grade with grey cement & pigment complete.
M&L for sand layer under interlocking paver block including watering and consolidation complete.
M&L for chequered cement concrete tiles 20cm x 20cm x 25mm thick, set jointed and pointed in neat cement slurry as in floor over 20mm thick screed bed in cement mortar 1:6.
M & L for 100 mm thick cement concrete 1:2:4 type - B-1 (using 20 mm graded crushed stone aggregate) as in hard standing including necessary form work complete all as specified.
M&L for hiring of chassis mounted deep suction and high pressure jetting high flow machine which consist of one no. chassis mounted machine having suction/ blower capacity of 6400cum/hr and 80% vaccum by reputed international standard blower and jetting capacity of min 390lpm with pressure of 2300 PSI by suitable standard pump complete.
M&L for hiring of GVW chassis mounted dump tank having capacity of 9 Cum for partial de-silting/safe disposal of silt from site to outside MoD land.
M&L for hiring of suction jetting machine for prevantive cleaning / flow maintenance /troubleshooting purpose fitted with imported international standared pumps having 3000 ltrs suction tank capacity & 5000ltrs water jetting tank capacity ,suction pump with 612 cum/hr having adequate capacity to lift sludge /semi silt & sewage from the depth of 12 to 15 feet depth (depending upon the thickness of silt) and jetting pump of min 263LPM and 155bar/2200 PSI .Equipment is on 16ton GVW chassis mounted diesel run vehicle for flushing de-choking of sewer line up to 400mm dia and 4mtrs deep chambers including all charges like diesel driver 5 Nos operators and 01 supervisor and mechanical means gazettes for de-silting etc (Note for item No 58 to 60 : Contractor will arrange above machineries and manpower within 20 hours of complaints received except on holidays failing which a penal recovery @ Rs 500/- per day shall be made from contractors dues).
Rohan Construction Company
JAIPAL AND BROTHERS
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