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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.5 LAccepted-AOC | L1 | Accepted-AOC AOC awarded being L1 | |
| 2 | L2₹31.6 L+₹1.6 L (5.44%)Rejected-AOC 205 PARSHAV VIHAR PLOT NO 50 IP EXTN PARPARGANJ DELHI 110092 | EAST | DELHI | 110092 | L2 | Rejected-AOC Other than L1 | |
| 3 | L3₹32.6 L+₹2.6 L (8.72%)Rejected-AOC C 223 MIANWALI COLONY GURGAON 122001 HARYANA | GURUGRAM | HARYANA | 122001 | L3 | Rejected-AOC Other than L1 | |
| 4 | L4₹33.5 L+₹3.6 L (12.0%)Rejected-AOC H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | L4 | Rejected-AOC Other than L1 | |
| 5 | L5₹33.6 L+₹3.7 L (12.2%)Rejected-AOC | L5 | Rejected-AOC Other than L1 |
Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
17 Jun 2021, 6:00 pmClosed
GE (P) AF Gurgaon
GE (P) AF Gurgaon NEAR ATUL KATARIA CHOWK GURGAON 122005
GE (P) AF/GUR-30/2021-22 REPAIR AND MAINT OF SEWAGE LINES INCLUDING CLEANING OF SEWAGE LINES, AREA DRAINAGE, SOAKAGE WELLS, SEPTIC TANKS ETC AT AF STN GURGAON UNDER GE (P) AF GURGAON
2021_MES_444053_1
GE (P) AF/GUR-30/2021-22
Open Tender
Civil Works
Item Rate
272 days
GE (P) AF Gurgaon
AS SPECIFIED IN NIT
10 documents required · 10 mandatory
₹500
Yes
GE (P) AF Gurgaon
₹97,000
Yes
26 Jun 2021
19 May 2021
19 Jun 2021
19 May 2021
17 Jun 2021
3 Jun 2021
Amount
M&L for cleaning and attending/rectify day to day complaint to clear the blockage of WC, grating, bathroom, kitchen trap and gully trap and removing the sludges, mud, silt liquid sewage water, sand from out of MD premises complete all as specified and as directed through complant slip. Note:_ (a) Complaint register/slip shall be provided at the time of claiming the payment. (b) Miniumum 01 person shall be present on all working days 0900 hrs to 1700 hrs to attend the above complaints/maintenance and reporting the progress to AGE B/R-I Sub Divn. (c) Contractor shall arrange suitable T&P (such as KHAPACHI, Bamboo, cleaning rod and suitable materials/ tools) GI wire, PHAWADA, bucket, spike etc incl necessary form work/ scaffolding and safety measure. (d) For non attending of sewage complaints within 24 hours recovery of Rs 300/- per complaint per day shall be deducted from his dues on this account and the report on non compliance of such complaints shall be enclosed with each RAR/Final bill.
Cleaning of Sewage pipe line (RCC/SGSW) of upto 250mm bore by means of sewage cleaning jet machine/ compressores/ Drain jetters pumps and clean out the sluge/ liquid mud or any other obstruction material upto 15 mtr depth including necessary rodding, working in foul position and depositing of sludge/ silt/ liquid mud beyond the premises of MoD land etc complete with all specified pressure rating and complete all as directed. Note :- All other arrengement of electrity, water etc included in quoted cost by the contractor.
Cleaning of sewage lines 150mm to 300mm dia by rodding/pumping, bamboos etc including man holes of any description by taking out night soil excreta and solid sludge and buried under 30 cm deep soil by digging suitable size of pits 100 mtr away from the site complete all as specified and as directed. Note:-1. Excavation of pit and removal of surplus soil is deemed to be included in unit rate. 2. Contractor shall arrange water for jettin, refilling to tank including lanours required to be engaged in teh work and rubbish off the sludge beyond MD land. 3. Bleaching powder to be spread over and all around of buried night soil/sludge.
Cleaning of septic tank size 6m x 4m by opening cover, pumping out sewage water and taking out accumulated nigt soil, sludge, brick bats or any other items, (both solid and liquid) through browser with Tractor and removing the same out of defence land and placing the septic tank cover on the same opending complete al as specified and directed by Engr-in-Charge. Note:- 1. Excavation of pit and removal of surplus soil is deemed to be included in unit rate. 2. Bleaching powder to be spread over and all around of buried night soil/sludge.
All as item No 4 here -in- before but of size 4mx3.
Cleaning of manhole exc 0.5m length but n exc 1.5 mtr deep by dewatering by machanically/manually and taking out sludge, silt, mud, brickbats etc removing the same out of defence land and placing the manhole covers on the same opening complete all as specified and directed by Engr-in-charge. (Except manhole covered in item No 2 & 3 hereinbefore)
All as item No 6 here -in- before but exc 1.5m but n exc 4.5 mtr.
All as item No 6 here -in- before but exc 4.5 m but n exc 6.0 mtr.
All as item No 6 here -in- before but exc 6.0 m but n exc 9.0 mtr
All as item No 6 here -in- before but exc 9.0 m but n exc 15.0 mtr.
Sucking out sewage water through sewage tanker from the man hole/septic tank/ soakage well in different location and disposal (5000 ltr capacity) by using high pressure super sucker machine vehicle mounted jetting cum suction unit to be capable of air lefting of dense waste/ sludge like mud slurry, small stoes, debries, grit etc from sewer lines, through vacuum mode and capable of jettig sewer lines of dia 150mm to 450mm incl skilled driver and operator for supervising of cleaning of sewage line and also required sludge/silt/mud/debries etc of out of MD land as directed by Engr-in-charge. Note:- Pumping and Loring rates are include in this item and same shall not be operated along with items 2 to 10 hereinbefore.
Cleaning of soil/waste pipe 100 mm dia by rodding,pumping without disturbing joints and clamp from 1st floor to ground floor and refixing the Nahani trap grating and all as directed by Engr-in-charge.
Checking/Cleaning of blockage of WC, WHB, Sink, Traps, Nahani Traps, soil waste pipe etc by mannual, roddingh, using wire, vaccume section as suitable and removal of waste at distance 1 Km and above and depositing of the waste in a pit burried and covered with earth and refix in same position of grating with white cement all as sper directed by Engr-in-Charge. ( the work has to be carried out reguler/daily basis for proper functioning of sewage system)
Cleaning of open drains having inner girth width upto 0.60m and depth upto 1.2 mtr by removing mud, sludege silt, garbage, debries, sludge, vegitation etc and 1 mtr both side of drain also clear as vegitation and levelling the earth work and removing debrish by manually or machanically form out of MoD land complete all as specified and directed by Engr-in-Charge
M&L for Up rooting of trees and accumulated mud and grass around on top of roof and wall by dismantling brick works in any mortar and mix PCC plastered surface of any description not exc 30 cm girth of trees and disposal of unserviceable material to a distance n.exc 50M including and making good to match with existing surface of double storey with necessary scaffolding complete all as specified and as directed.
Taking down and refixing of wash basin, EWC, IWC, urinal, Sink with drainage board etc incl white cement and gas kit complete all as specified and as directed by Engineer-in-Charge.
S&F in repairs, Precast Cement concrete manhole/drain cover of size 1200mm x 600mm x 70mm thick srounded with steel strip 70x1.25mm Reinforced as per manufacturer's design in Munufactured proccess laid over existing drain complete all as specified and as directed by Engr-in-Charge. Make of SFRC Manhole/drain cover and frame : (a) M/s PS Concrete. (b) M/s KK Manhole.(c) SS Or equivalent as approved by GE. (ii) Contractor shall provide PV alongwith manufacturer test certificate of SFRC cover.
All as per item No 17 here-in-before but 750x600x70.
All as per item No 17 here-in-before but 600x500x70.
Demolition/Breaking up Drain Pipes (Salt Glazed Ware) 150mm Bore (dia), Jointed in Cement Mortar of any description including PCC of Packing and Haunching to Sides of the Pipes with Bed, complete all as specified and as directed.
Excavating in trenches, not exc. 1.50mtr wide and not exc. 1.50 mtr in depth, for foundation of sewage lines and manhole, etc. and getting out in Soft/ Loose Soil, complete all as specified and as directed.
All as per item No 21 hereinbefore but depth exceeding 1.5 mtr and not exceeding 3.00 mtr.
All as per item No 21 hereinbefore but depth exceeding 3 mtr and not exceeding 4.50 mtr.
All as per item No 21 hereinbefore but depth exceeding 4.50 mtr and not exceeding 6.0 mtr.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 250mm in soft/loose soil, complete all as specified and as directed.
Removing excavated surplus soil out side from the MD land at contractor's own arrangement and depositing the soil where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed.
S&F of Reinforced cement concrete drain Pipes 150 mm dia NP-2 , laid in trenches in foul condition, Jointed with collars in cement mortar 1:2 and tested, complete all as specified and as directed.
M&L for Cutting into existing Manhole for removing existing Branch Drain Pipes, Making Good to Brick Wall and Rendering, cutting out Branch Channel and making good in Cement Concrete 1:2:4 (20mm Graded Stone Aggregate) and reforming Benching for 150mm internal dia Drain Pipe in Foul Condition, complete all as specified and as directed.
M&L for cement concrete 1:3:6 (20mm Graded crushed stone aggregate) Bed for drain pipes of bore 150mm including packing under and haunching against the sides of pipes after they are laid in foul condition and testing, complete all as specified and as directed.
Dismantling of damaged RCC Works (Cover Slab of Manholes Septic Tanks or Similar Articles) of any description and in any Position, complete all as specified and as directed.
M&L for Pre-Cast Factory made RCC 1:1.1/2:3 (20mm Graded crushed stone aggregate) as in cover slab of manholes, septic tanks or similar articles with plain faces and set in Cement Mortar 1:4, including form work & renfoced with 8mm dia TMT steel 100mmc/c both way, complete all as specified and as directed.
Dismantling of Brick Work built in Cement Mortar including all Quoins, Arches, Pillars, etc. of any descriptions, complete all as specified and as directed.
M&L for Brick work with sub-Class ‘B’ bricks (with old size bricks), straight or curved on plan exc. 6m mean radius, built in cement mortar 1:4, complete all as specified and as directed.
All as per srl item No. 33 here in before but except bricks Note:- Serviceable bricks obatined from srl item No. 32 shall be re-used in srl item No. 34 after cleaning etc complete all as specified and directed by Engr-in-Charge.
M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate as in coping and similar works including necessary form work complete all as specified.
M&L for PCC 1:3:6 type C-2 using 40mm crushed graded stone aggregate as in foundation, filling and mass concrete complete all as specified and as directed.
Taking down Cement Plaster, any description on brick walls or on concrete surfaces including raking out Joints, hacking for key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and as directed.
M&L for Rendering 15mm thick on any face of brick work in cement mortar 1:4, finished plastered surfaces even and smooth without using extra cement, complete all as specified and as directed. (WPC measured and paid separetly)
M&L preparetion of new plastered surface one coat of JK/Birla white cement exterior grade putty and applying two coat of weather proof exterior grade acrylic emulsion over one coat of primer paint including necessary scaffolding all as specified and directed by Engineer-in-Charge.
M&L for Rendering 15mm thick on inside face of of brick work in cement mortar 1:3 in manhole, finished plastered surfaces even and smooth with using extra cement, complete all as specified and as directed. (WPC measured and paid separetly)
Supply only water proofing compound ISI marked complete all as specified and as directed.
M&L for providing cement concrete type B-I , 1:2:4 (using 20 mm graded crushed stone aggregate) as in channels , roof kerbs or mud stops, rounded or chamfered on edges complete all as specified.
M&L for salt glazed stone ware gully traps square or rounded mouthed type ‘P’ of size 150x150mm embedded in PCC 1:3:6 type C-1 with and necessary brick work, plastering etc complete and connecting to pipe all as directed by Engineer-in-charge.
Dismantling of cast iron , concrete, asbestos, PVC pipes of any dia and discription from trenches or with walls etc complete all as specified.
M&L for 110mm dia PVC ( SWR) pipes, single socketed, in any length with rubber ring, joints, laid in trenches or in floors fixing and repair etc all specifid and directed.
M&L for PVC (SWR) bends of 110mm radius with rubber ring, joints, laid in trenches or in floors fixing and repair etc all sped and directed.
S&F for 100 mm dia cast iron spun soil, waste and vent pipes , in any length with or without ears, with cement joints, laid in trenches or in floors and fixed to walls as in repair complete all as specified and directed.
S&F for 75 mm dia cast iron spun soil, waste and vent pipes , in any length with or without ears, with cement joints, laid in trenches or in floors as in repair complete all as specified and directed.
S&F for 100 mm bore Bends (any radius) with oval access door diminishing pieces or tapers (larger bore measured) complete all as specified and as directed.
S&F for 75 mm bore Bends (any radius) with oval access door diminishing pieces or tapers (larger bore measured) complete all as specified and as directed.
M&L in repair stack clamps for 100 bore pipe as in repairs out of 50mm by 5mm flat iron and 16mm dia round iron stays incl bolt and nuts and securing end of stays to wall or roofs complete all as specified and as directed.
S&F in repairs vitreous china coloured half stall urinal brass chromium plated brackets , fitting and waste coupling, CP bottle trap , urinal spreder , PVC connection etccomplete all as specified and as directed by Engineer-in-Charge.
S&F in repair for vitreous china wash basin white flat backsize 600x480 including cutting for and pinning in ends of brackets including fixing of 32 mm low dencity polylethyne pipes (LDPE)of pressure rating 6kg/cm2,cupling ,PVC connection with 15 mm dia PTMTcheknuts ,brackets all complete all as specified and as directed by Engineer-in-Charge.
S&F in repairs vitreous China squatting pan 'orrisa' pattern white colour of size 580x440mm with integral foot rests including provision of lime concrete including P traps complete all as specified and as directed by Engineer-in-Charge.
S&F in repairs china wash, wash down water closet pan (pedestal pattern), including 10 ltr flushing cistern valveless, syphonia action type high level with inlete ball valve float and flush pipe etc all as spectified and directed by Engr-in-Charge.
Dismantling of mild steel work of any description not other wise provided of all as direted by Engr-in-Charge.
M&L for framed work such as grills, gratings,post of angle iron etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and as directed by Engr-in-Charge.
S&F welded mesh steel fabric cut to length bent to shape weight not exc 4 Kg/Sqm including welding and fixing arrangement as in repair, complete all as specified and as directed.
Getting out complete material layerwise including gravel from the rain harvesting pit and stack on the ground for re-use or to be issued under credit complete all as specified directed by Engr in Charge .
Cleaning and washing of material in tank to be re-used with water and screen desilting up to directions of the Engr in Charge and stack on the ground complete all as specified.
Grading of old retrieved material with the help of screen and stack on the ground seperately for each size/grade complete all as specified and as dircted by Engr in charge.
Supply & Laying of boulders filling 10 to15 cm size free from all impureties, any colour river boulder smooth finshed and laying on the middle of the filter bed equaly after the filling of gravel complete all as specified directed by Engr in Charge.
Supply & Laying of gravel filling 5 to 10 mm size free from all impureties,any colour river gravel smooth finshed and laying on the middle of the filter bed equaly after the filling of gravel complete all as specified directed by Engr in Charge.
Supply & Laying of coarse sand of 1.5 to 4 mm size free from all impureties and laying on the top of the filter bed equali after the filling of gravel complete all as specified directed by Engr in Charge.
Supply & Laying of very coarse sand/pea gravel free from all impureties and laying on the top of the filter bed equali after the filling of gravel complete all as specified directed by Engr in Charge.
S&F repair in of PTMT waste pipe 31/32 mm bore 80 cm long complete all as specified and as directed by Engineer-in-Charge.
S&F in repair bib taps 15mm bore (for iron pipe) cast copper alloy fancy type chormium plated butter fly handle screwed down complete all as specified and as directed by Engineer-in-Charge.
S&F in repair bib taps 15mm bore long body cast copper alloy fancy type chormium plated butter fly handle screwed down including complete all as specified and as directed by Engineer-in-Charge.
S&F in repair angle/ stop valves 15mm bore (for iron pipe) fancy type chromium plated screwed down high pressure with butterfly handle screwed both ends complete all as specified and as directed by Engineer-in-Charge.
S&F in repair aluminium alloy door seal 1m long fixed to wooden doors complete all as specified and as directed by Engr-in-Charge.
S&F in repair PTMT waste coupling 31/32mm bore of discharge (Half or full threaded) Min weight 45 gms, complete all as specified and as directed by Engineer-in-Charge.
S&F in repair Sensor tap super control box set battery operated / electrice operated Make Cera of cat Part No. F6010101 Cera or equvalent complete all as specified and as directed by Engineer-in-Charge.
S&F in repair Sensor tap super control box set battery operated / electrice operated Make Cera of cat Part No. F6010103 Cera or equvalent complete all as specified and as directed by Engineer-in-Charge.
M&L for providing precast cement concrete type B0 1:2:4 (12.5mm graded aggregate) as in louvres and jallies, 35mm thick (measured solid), including all mouldings but excluding frame (pre cast frame shall be measured separately) set in CM 1:4 complete all as specified and directed by Engr-in-Charge.
M&L for 6 to 8 mm dia TMT bars, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
All as per item No 75 here-in-before but in stirrups/binders complete all as specified and directed by Engr-in-Charge.
M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) all as directed by Engr-in-Charge.
M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5 cm but n exc 15 cm wide all as specified and directed by ENgr-in-Charge.
M&L for reinforced cement concrete M-25 (nominal mix) (using for 20 mm thick crushed stone aggregate) in slabs supported on walls, bends, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc all as specified and directed by Engr-in-Charge.
S&F 4 mm pin headed/frosted glass ordinary quality and glazing with oil putty in square exc 0.5 sq. m in each pane complete all as spcified and directed by Engr-in-Charge.
Dismantling of wall/ floor tile including backing coat any description or any thickness led beded and pointed in any cement motar and removal to out of MD land all as specified and directed by Engr-in-Charge.
M&L glossy chequered cement concrete tiles 300x300x25mm thick, set jointed and pointed in near cement slurry in floors with white cement and pigments in any colour machine preassed glazed , over cement screed bed 15mm thick cement motor 1:6 all as specified and as directed by Engr-in-charge.make nitco/arena or equivalent all as specified and directed by Engr-in-Charge.
M&L non skid ceramic coloured tile 7 to 8mm thick (square/rectangular area of each tiles exceeding 0.11 Square but not exceeding 0.18 Sqm in floor over 10mm thick screed bed in cement motar 1:4, set and jointed in neat cement slurry and pointed in coloured cement to match the tile all as directed by Engr-in-Charge.
M&L for glazed ceramic coloured designer concept tiles matching with existing tile 350x250x7 or 450x350x7mm size as in walls set and jointed in neat cement slurry over 10mm thick recuing in cement mortar (1:3) and pointed in coloured cement to match for work on vertical surface such as skirting dado etc all as specified and as directed by Engr-in-Charge.
M&L for 60mm thick rubber moulded Machine pressed pre casted pressed cement concrete inter locking paver blocks glazed coloured up to 6mm on the top in any shape and size, strength not less than M-35 incl 25mm thick sand cushioning completed all as specified and as directed by Engr-in-Charge.
M&L for 80mm thick rubber moulded Machine pressed pre casted pressed cement concrete inter locking paver blocks glazed coloured up to 6mm on the top in any shape and size, strength not less than M-35 incl 25mm thick sand cushioning completed all as specified and as directed by Engr-in-Charge.
M&L for 10 mm thick glossy finsih for parking/ path (squar / rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm in floors etc set and jointed in neat cement slurry and jointed in white/coloured cement to match over and including 10 mm thick screed bed in cement mortar in 1:4, complete all as specified and as directed by Engr-in-charge.
Demolition in cement concrete in any description and any position not other wise specified and provided as in ground floor and paving nexc. 15 cm thickness (below above ground floor) all as directed by Engr-in-Charge.
M&L providing 75mm thick cement concrete 1:4:8 type D-2 using 40mm graded aggregate in sub base of floor complete all as specified and directed by Engr-in-Charge.
M&L 100mm thick Cement concrete type B-2,1:2:4 (40 mm gradd aggregate) graded stone aggregate as in path finished even smooth with broom finished w/o using extra cement, laid in alternate bays all as directed by Engr-in-charge.
M&L machine cut broken stone of gauge not exc 63mm as in hard core n exc 150mm thick sprdded and levelled including watering & ramming all as directed by Engr-in-Charge.
Taking down corrugated steel sheeting,any gauge,thicknessincluding nainital or similar pattern roof covering complete all as specified and as directed by Engineer-in-Charge.
S&F in repair 0.5 mm thick pre coated thick galvalume aluminium zink coated GI based corrougated steel sheeting or curved of any colour having tansile strength of 550 MPA as in roof covering/glading to wall fixed with self tapping screws, includng dismentaling complete all as specified and directed by Engr-in-Charge.
S&F in repair 950/650/400 mm dia concertina coil reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/ Clips for tying at crossing complete including taking down of existing concertina coil all as specified and directed by Engineer–in-Charge.
M&L for Soakage wells excavation in any type of soil, size of 1.2M dia x3 M effective depth, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonary in CM, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats complete as per shown on drawing No CE(AF)/NGP/2004/TD/43 as directed by Engr-in-Charge.
S&F in repair Galvanized 2 stand Steel Barbed wire 2.24mm dia barbed with dia barbs at 75 mm spacing and straining and fixing to any type of stsnderd rails, straining bolts,including securing or tying at crossings with and provisuion of galvanised mild steel pins, etc incl taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and as directed by Engineer-in-Charge.
Note:- The amount of Rs 142810/- against Schedule of Credit on Page No 138 shall be deducted from the total amount quoted against Sch 'A' while deriving the Contract Sum for Acceptance
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