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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAccepted-AOC C 204 NANGLI EXTN NEW DELHI | WEST | DELHI | 110043 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹21.5 L+₹1.0 L (5.07%)Rejected-Finance 35 MODEL TOWN G T ROAD JANDIALA GURU DISTRICT AMRITSAR | JANDIALA GURU | AMRITSAR | PUNJAB | L2 | Rejected-Finance Being other than lowest | |
| 3 | L3₹21.9 L+₹1.5 L (7.15%)Rejected-Finance PLOT NO 17 GF PRATAP NAGAR NEW DELHI 110064 | WEST | DELHI | 110064 | L3 | Rejected-Finance Being other than lowest | |
| 4 | L4₹22.0 L+₹1.5 L (7.54%)Rejected-Finance N A | NEW DELHI | DELHI | 110001 | L4 | Rejected-Finance Being other than lowest | |
| 5 | L5₹25.6 L+₹5.2 L (25.3%)Rejected-Finance NO 1505 SHIV MANDIR DELHI GATE NAJAFGARH NEW DELHI 110043 | WEST | DELHI | 110043 | L5 | Rejected-Finance Being other than lowest |
Tender Value
₹42.0 L
EMD Value
₹83,900
Closing Date
5 Feb 2024, 6:00 pmClosed
GE (EAST) DELHI CANTT-10
GE (EAST) DELHI CANTT-10
MISC REPAIR TO DRAIN, BOUNDARY WALL, FENCING OF SEWAGE LINE, SEPTIC TANK AT BOYS HOSTEL, PCC WARD AND NEW OPD COMPLEX AT BASE HOSPITAL UNDER GE (EAST) DELHI CANTT-10
2024_MES_637526_1
GE/DE-108/2023-24
Open Tender
Civil Works
Item Rate
180 days
GE (EAST) DELHI CANTT-10
Class D Cat a (i)
8 documents required · 8 mandatory
₹500
Yes
GE (EAST) DELHI CANTT-10
₹83,900
Yes
21 Feb 2024
15 Jan 2024
7 Feb 2024
15 Jan 2024
5 Feb 2024
29 Jan 2024
Amount
Demolition of brick work built in cement mortar complete all as specified and directed
M & L for brick work with sub-class B brick straight or curved on plan built in cement mortar 1 : 6 complete all as specified and directed
Taking down cement plaster of any description on brick or stone walls etc including raking out joints hacking for key scrubbing down with water etc
M&L rendering 15mm thick in Cement Mortar 1:4 on fair faces of brick or concrete, external surfaces of walls finished and even & fair without using extra cement complete all as specifed & as directed.
M & L for preparing the newly plastered wall surface and applying two coat of cement base pant over one coat of alkali resistant primer complete all as specified and directed.
M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 white cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings .complete all as specified (Paymentfor providing grooves shall be made separately).
M&L for Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge .
Dismantling of Stone slabs and tiles of any description or thickness laid bedded and pointed in any mortar in floor, aprons etc and including disposal of all debris exc 1.5 KMtr not exc 5 Km.
Demolition of cement concrete (unreinforced) in ground floor and in paving not exceeding 15 cm thickness (below or above ground level) complete all as specified.
M&L for 100mm PCC type D -2 (1:4:8) using 40 mm graded crushed stone aggregate as in Sub base complete all as specified and directed.
M&L for 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.
M&L 75 mm thick PCC 1:3:6, type C1, using (20mm graded aggregate) as in Plinth protection and finished the surface fair & even without using extra cement, laid in panel , including filling the joints with sand mixed with bitumen in 1:1 ration complete all as specified and directed.
S&Fin repair Kerb stone of 300x300x 100mm thick precasted plain cement concrete type B0 , 1:2:4 , using 12.5mm graded crushed stone aggregate incl earth work for laying kerb stones.
S&Fin repair precast cement concrete louvres and jallies 25 mm thick type B0 1:2:4, set in CM 1:6 (mea sured solid), including all mould- ings cmplete all as specified and directed..
M&L for PCC (1:3:6) type C-2 (40 mm graded aggregate) as in drain/Channal and mass concrete complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for
M & L for Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks ,Chajja and similar work conforming to Fe.290.Gde-E-165
M&L for cement concrete type B1 1:2:4 using 20mm graded stone aggregate as in coping, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates complete all as specified and directed..
M&L for two coats of synthetic enamel paint over a coat of red oxide primer on new Steel Surfaces width or girth exc 10cm including preperation of surfaces complete all as specified and directed.
M&L for One coats of synthetic enamel paint on old Steel Surfaces width or girth exc 10cm including preperation of surfaces complete all as specified and directed.
Dismantling of PVC pipe & fitting of any description & position up to 100 mm dia complete all as specified & directed.
PVC (SWR) 75 mm bore pipes single socketed in any length with rubber ring joints fixed to walls
S&F PVC (SWR) 75 mm bore pipe single socketed, in any length with rubber ring jointes , laid in trenches or in floor complete all as specified and directed.
S&F PVC (SWR) 110 bore pipe single socketed, in any length with rubber ring jointes , laid in trenches or in floor complete all as specified and directed.
S&F PVC (SWR) 110 bore pipe single socketed, in any length with rubber ring jointes ,fixed to wall complete all as specified and directed.
S&F PVC (SWR) floor trap 75 mm dia, plain with grating including jointing with solvent cement complete
S & F PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement
S&F 75mm bore PVC (SWR) vent cowl
S&F 110 x 75 mm PVC (SWR) reducers
S & F Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays for 75 mm bore pipe, including bolts and nuts and securing ends of stays to wall or roof →
S & F Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays for 100mm bore pipe, including bolts and nuts and securing ends of stays to wall or roof →
S&F 110 mm PVC (SWR) junction single, (Single T) equal or unequal with access door.
S&F 75mm PVC (SWR) junction single, (Single T) equal or unequal with acces door.
S&F 110 mm bore PVC (SWR) bends any radius
S&F 75 mm bore PVC (SWR) bends any radius
Rough Excavation not exec 1.5m deep and getting out in, Soft/Loose soil
Excavating in trenches, n exc 1.5m wide and n exc 1.5m depth; for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5m in depth getting out in any type of soil
All as per srl item No 37.00 here-in-before but depth exc 1.5m and n exc 3 m depth getting out in any type of soil.
Returing and filling in, including spreading levelling, watering and well ramming in layers n exc 25cm thick in excavated soil
Removing excavated soil to a distance exc 250m and depositing where directed at a level n exc 500m and depositing where directed.
Demolition and breaking up drain pipes (Salt glazed stoneware)/pvc set in cement mortar 150 mm internal dia of pipe complete all as specified and directed.
All as per srl item no.41 here-in-before but 200 mm internal dia of pipe.
M&L for 150mmnominal size (DWCPE) Double wall corrugaged polyethylene pipe ((SNB) including all fixing accessories of fittings like socket/spigot joint with elastomeric sealing ring, rubberring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and as directed.
M&L for 200mm nominal size (DWCPE) Double wall corrugaged polyethylene pipe ((SNB) including all fixing accessories of fittings like socket/spigot joint with elastomeric sealing ring, rubberring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and as directed.
M&L cement mortar concrete bed to drain pipes in PCC 1:3:6 type C-2 (using 40 mm graded crushed stone agg) incl packing under and against the sides of pipes after they are laid and tested in bores of pipe150mm dia complete all as specified and directed.
M&L cement mortar concrete bed to drain pipes in PCC 1:3:6 type C-2 (using 40 mm graded crushed stone agg) incl packing under and against the sides of pipes after they are laid and tested in bores of pipe 200mm dia complete all as specified and directed.
S& F in repair 75mm thick factory made SFRC manhole/ drain covers of approved shape & size complete all as specified and as directed. Make : Polycrete or equivalent.
M&L preparation of old Steel surface of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed.
M&L for cleaning of manholes/Septic tanks/soakage pits/etc of any size and depth by hydraulic operated high pressure suction sewer cleaning machine having suitable tank cap incl skilled driver operator & labour and removal of sludge / silt / liquid / mud in foul position and disposing the same out side MD premises complete all as specified and directed. (Note : Maximum of 60 to 80 CUM or No of trip 20 Nos will be cleaned in a single working day by the Septic tank cleaning tanker machine. This item must be executed on each Saturday).
M&L for cleaning of chocked sewar line of dia 100 mm to 300 mm at any depth by hydraulic operated high pressure suction cum jetting sewer cleaning machine having jetting tank capacity of 3000 ltrs and 260 LPM with min 145 bar, suction flow of 10200 LPM incl skilled driver & operator supervising Engineer for cleaning of chocked sewer line including providing water for jetting and removal of sludge/silt/liquid / mud and sand (in foul position) etc out side the MD Premises all as specified and as directed. (Note : Maximum of 750 RM will be cleaned in a single working day by the Jetting machine, The cleaned sewage line shall be maintained and keep fully functional by removing any type of blockage, For any damage/casualty occure during working in sewer line or MH or at Other work shall be the responsibility of the contractor and the contractor shall take measures for working in sewer work and water will be provided by contractor. This item must be executed on each Saturday)
Removing spot blockage of WC / nahani trap / gully trap including disposal of material obtained from cleaning to a distance complete all as spd and directed.
Demucking old surface channels/drains of depth up to 0.45m and any section or width including removing/refixing drain cover of any shape and size and spreading the muck in road side berms as directed .(Note : cost of dumucking includes for foul smell also)
STAR CONSTRUCTION CO
M/s Durga Traders
M/S Rohit Enterprises
K S CONSTRUCTIONS
M/S AADI ENTERPRISES
friends associeates
VIJAY KUMAR GUPTA
QUALITY CONSTRUCTIONS CO
Vipul Construction
Maninder Singh Lohia
MAA SANTOSHI ENTERPRISES
R R Associates
HANUMAN BUILDERS
DEV CONSTRUCTION
B. S BUILDERS
a.k constructions
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