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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC | ₹42.4 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹43.0 L+₹55,342.70 (1.31%)Rejected-AOC 274 210 DAFNALA ROAD SHAHIBAUG AHMEDABAD GUJARAT 380009 | AHMADABAD | GUJARAT | 380009 | ₹43.0 L+₹55,342.70 (1.31%) | L2 | Rejected-AOC REJECTED |
| 3 | L3₹43.1 L+₹66,703 (1.57%)Rejected-AOC | ₹43.1 L+₹66,703 (1.57%) | L3 | Rejected-AOC REJECTED |
| 4 | L4₹43.4 L+₹95,005.20 (2.24%)Rejected-AOC | ₹43.4 L+₹95,005.20 (2.24%) | L4 | Rejected-AOC REJECTED |
| 5 | L5₹43.5 L+₹1.1 L (2.65%)Rejected-AOC | ₹43.5 L+₹1.1 L (2.65%) | L5 | Rejected-AOC REJECTED |
Tender Value
Refer Docs
EMD Value
₹85,000
Closing Date
27 Apr 2022, 6:00 pmClosed
GE I CG Porbandar
Military Engineer Services, GE I CG Porbandar, DHQ No. 1, Opp. Birla Cement Factory, Porbandar-360575
PROVN OF APPROACH ROAD, HARDSTANDING AND CERTAIN E/M WORKS AT LEKHAWADA UNDER GE I CG PORBANDAR
2022_MES_515916_1
8732
Open Tender
Civil Works
Item Rate
180 days
AGE B/R Lekhawada, GE (I) CG Porbandar
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE I CG PORBANDAR
₹85,000
Yes
20 May 2022
31 Mar 2022
28 Apr 2022
31 Mar 2022
27 Apr 2022
14 Apr 2022
31 Mar 2022 - 13 Apr 2022
Amount
SCHEDULE 'A'
Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out hard/dense soil
M&L hardcore of broken stone or boulders , gauge not 63 mm deposited spread and levelled in layers n exc 15 cm thick watered and rolled /rammed to a true surface all as directed.
M&L for PCC 1:4:8 type D2 in foundations, fillings and mass-concrete, sub base of floor
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, 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 fine 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand;
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.
M&L preparing new concrete surfaces and applying two coats of synthetic emnamel paint over one coat of primer
Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good disturbed surfaces.
M&L PCC 1:2:4 type B2 using 40 mm graded stone aggregate in foundations, filling and mass concrete.
S&F mild steel work such as angle iron in posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc., flat iron fillets (for securing wire mesh etc) including 10mm dia MS round bars as in tie bars fixed to fencing posts including necessary welding where required as per site requirement and other similar works complete, conforming to Gde E-165 (Fe 290).
S&F 4 mm dia galvanised steel wire 150x100 mm Mesh (chain link fencing) made up matress fixed to any type of std rails straining bolts etc incl provn of binding wire
M&L mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to Gde E-165 (Fe-290) complete all as specified.
M&L Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm but n exc 10cm long Dia meter of Shank 5 to 10 mm
M&L preparation of new steel surfaces of any description not exc 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified
M&L Preparation of new steel surface of any discription exc 10 cm width or girth one coat of red oxide and two coat of synthetic enamal paint
Demolition for Brickwork or stone/boulder masonry, build in cement or lime mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles complete all as specified and as directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thick, including removing rubbish off the premises complete all as specified
Relaying of Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade including removing of existing Paver blocks without damaging its edges etc complete
Demolition of stone slabs and tiles of any description, laid bedded and pointed in any mortar complete all as specified and as directed
M&L for brick work with Fly Ash bricks straight or curved on plan exc. 6m mean radius built in CM 1:6 complete all as specified
M&L for rendering 15mm thick on other than fair faces of brick work in CM 1:4 finished even and smooth without using extra cement complete all as specified
Excavating over areas, n exc 1.5 m deep and getting out in soft /loose soil complete all as specified
Excavating over areas, exc 1.5 m and n.exc 3.0m deep and getting out in soft /loose soil complete all as specified
Excavating over areas,exc 3.00 m deep and n.exc 4.5 m deep and getting out in soft /loose soil complete all as specified
M&L for RCC M-25 as in Foundations, including rafts, footings, foundation beams; slant beams; bases for columns, etc complete all as specified
M&L for RCC M-25 Walls, Retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified
M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on flat surfaces complete all as specified
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified
M&L for Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified
M&L for Mild steel bars 5mm dia and upto 10 mm , cut to length, bent to shape required, including cranking, bending spirally for hooping for in stirrups, spacers and binders complete all as specified
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified
S&F in 75 mm bore PVC (SWR) pipes as in weep holes complete all as specified
M&L for using Graded coarse aggregate 20 mm as in invert filter complete all as specified
M&L for using Graded coarse aggregate 63- 40 mm as in invert filter complete all as specified
M&L for sand filling as in invert filter and back filling etc. including watering and consolidation complete all as specified
M&L for rough excavation in soft and loose soil not exceeding 1.50m in depth and getting out soil by using pneumatic plant and machinery with all precautionery measures during excavation all as specified and directed
M&L for rough excavation in soft and loose soil exceeding 1.50m but n.exc 3.0m in depth and getting out soil by using pneumatic plant and machinery with all precautionery measures during excavation all as specified and directed
M&L for rough excavation in soft and loose soil exceeding 3.0m but n.exc 4.50m in depth and getting out soil by using pneumatic plant and machinery with all precautionery measures during excavation all as specified and directed
Removing and forming embankment excavated material exc 50m but n.exc 250m and depositing where directed at a level n.exc 1.5 m above the starting point.
Removing and forming embankment excavated material exc 50m but n.exc 250m and depositing where directed at a level exc 1.5 m but n.exc3.0m above the starting point.
Removing and forming embankment excavated material exc 50m but n.exc 250m and depositing where directed at a level exc3.0 m but n.exc4.50m above the starting point.
Rolling and consolidating of surfaces in filling, raising of formation etc. in layers by power roller exc 8 tonne & n. exc 12 tonne complete all as specified
M&L for 15cm thick in two layer (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required
Note:- 1. All initial levels and final levels of earth work shall be taken and recorded by DGPS /Auto level/Total station system as recommended and all earthwork calculations shall be made computerised with graphical details as directed by Engr-in-charge. 2. Soil to be removed through powred /mechanical lorry/ tractors and to be placed in loc where directed by Engr-in-Charge and rolled/ consolidating by 8-12 tonne power road rollers 3. All precautionery measured to be adopted at the time of execution and removal of work.
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 6 sqmm 2 core
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size10 sqmm 2 core Note for Item No- 44 & 45:- Excavation and earthwork will be measured in respective item of this schedule
M&L Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 ,9.0 metres long including 02 coats synthetic enamel painting over a coat red oxide primer complete all as specifed and directed Note:-Excavation, Earthwork, PCC for Foundation and Coping will be measured and paid separately in respective items of this schedule
S&F High Performance 59/60 Watt street light luminaire having Single Die ceramic base high power LED light source, IP66 protection, PDC housing with Finless design and polycarbonate cover (IK08). The luminaire family comes with dedicated street Optics making it suitable for B2 Category roads. Pole Dia: 48-60mm Make:- Philips, Item Code-BRP056 LED59 CW SLF PSU S1, D or Bajaj/HPL//GE or equivalent
Supply and fix GI pipe bracket for street light fittings, made out of 40 mm bore,light grade,1500 mm long, duly bend to shape and fixed to steel pole with 50x6 mm flat iron MS clamp and necessary nuts, bolts and washers complete all as specified and directed
Supply and fix PVC looping box(enclosures) of size 300x200x155 mm comprising of 02 Nos of aluminium bus bar 100 Amps rating, fixed on porcelain insulators, earthing terminals and one MCB SP 6/16 Amp complete
S&F LED bollard light 10 watt, IP-54 of Make- Crompton Item Code-LBLTW-10-WW or equivalent of Make-Philips / Bajaj / Havells
M&L for tubes light grade galvanised iron pipes of 25 mm sizes with all fittings and fixed to wall/ pole / under road / culvert / drain or laid in floors,complete
Excavation in trenches, n. exc 1.5 m wide and n. exc 1.5 m in depth for laying of LT Cable/foundation of pole etc.and getting out for soft/loose soil complete all as specified and directed.
Supply and lay standard size common burnt clay building bricks sub class 'B' for cable protection, laid dry complete all as specified and directed.
M & L for dry Sand cushioning to underground cable with screened, washed river sand, including punning gently all as specified and directed. Note: - Thickness after punning will be measured for payment.
Supply and fix Rigid steel conduit stove enamelled black, welded 25mm dia with accessessories
Supply & fix copper wire of size 2.5 sq mm single core, multi-strandred wire PVC indulated but unsheathed multistranded copper conductor of make : Plaza/Palycab/RR Cabel/Havells or equivalent
M&L for Cement concrete in foundations,filling and mass concrete in PCC 1:3:6 type C2 (using 40 mm graded stone aggregate) for steel tubular pole and filling in road cutting etc. Complete all as specified and as directed
M&L for providing coping for steel tubular poles in PCC 1:3:6 Type- C1 (using 20 mm stone aggregate) including weathering, slightly rounded or chamfered angles and throating all as directed
ALBA AC AND REF SERVICES
AARTI ENTERPRISE
Shree Builders
Indobuildenterprise
divyarsh entrprise
Haritwal traders
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