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Provision Of External Water Pipline From Existing Borewell To Ug Sump , Sports Facilities , Galvalume Sheet Fencing Above Boundary Wall Cg Land , Spl Repair For Replacement Of Area Lights And Connected Works At Icgae Pbr Under Ge I Cg Porbandar, ICGAE PORBANDAR-Gujarat

Military Engineer Services-MES has published Provision Of External Water Pipline From Existing Borewell To Ug Sump , Sports Facilities , Galvalume Sheet Fencing Above Boundary Wall Cg Land , Spl Repair For Replacement Of Area Lights And Connected Works At Icgae Pbr Under Ge I Cg Porbandar. Submission Date for this Tender is 28-04-2021. Bore Well Tenders in ICGAE PORBANDAR Gujarat. Bidders can get complete Tender details and download the document.




Tender Notice

27629984
Corrigendum : Provision Of External Water Pipline From Existing Borewell To Ug Sump , Sports Facilities , Galvalume Sheet Fencing Above Boundary Wall Cg Land , Spl Repair For Replacement Of Area Lights And Connected Works At Icgae Pbr Under Ge I Cg Porbandar
Open Tender
Indian
Gujarat
ICGAE PORBANDAR
28-04-2021

Tender Details

Provision Of External Water Pipline From Existing Borewell To Ug Sump , Sports Facilities , Galvalume Sheet Fencing Above Boundary Wall Cg Land , Spl Repair For Replacement Of Area Lights And Connected Works At Icgae Pbr Under Ge I Cg Porbandar

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 20-Apr-2021 REVISED TENDER PAGES Other 28-04-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 84000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: PROVISION OF EXTERNAL WATER PIPLINE FROM EXISTING BOREWELL TO UG SUMP , PROVISION OF SPORTS FACILITIES, PROVN OF GALVALUME SHEET FENCING ABOVE BOUNDARY WALL OF 18 ACRES COAST GUARD LAND , SPL REPAIR FOR REPLACEMENT OF AREA LIGHTS AND CONNECTED WORKS AT ICGAE PORBANDAR UNDER GE I CG PORBANDAR.
Sl. No. Item Description Item Code / Make Quantity Units
1 0 SCHEDULE 'A' BI01010001010000000000000515BI0100001112
2 1 Surface dressing n.exc 15 cm deep and getting out in hard/dense soil complete all as specified and as directed. 450 Sqm
3 2 Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/disintegrated rock complete all as specified 5 Cum
4 3 Excavation in trenches not exc. 1.5 m wide and not exc 1.5 m in depth and getting out in any type of soil, complete all as specified and directed. 116 Cum
5 4 Excavation in post holes (or similar holes) in soft/disintegrated rock each n.exc 0.5 cu.m ,getting out, returning, filling in and ramming each or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 mtr and making good surface complete all as specified and directed. 116 Each
6 5 M&L Plain cement concrete, type D2, (1:4:8, using 40mm graded stone aggregates) as in foundation, filling and mass concrete etc all as specified and as as directed by engineer-in-charge.\n\nNote: The proportioning of cement and aggregate for mixing by weight shall be as directed by the Engineer-in-charge. 2.5 Cum
7 6 M&L Porbandar stone masonary, block in course, well bonded and bedded, built in CM 1:6 all as specified and as directed by engineer-in-charge. 5.5 Cum
8 7 M&L PCC,, 1:2:4, type B0(using 12.5 mm graded stone aggregates) as in coping, bed blocks for hold fasts and similar works complete all as specified and directed. 5.25 Cum
9 8 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified 105 Cum
10 9 Removing excavated soils to a distance exc 500m but n exc 1.5 km and depositing where directed. 3 Cum
11 10 Removing excavated material not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified. 13 Cum
12 11 M&L Hardcore of guage n.exc. 63mm, deposited spread & levelled in layers n.exc.15CM thick, watered & rolled/ rammed to a true surface using broken stone or boulders all as specified and as directed by engineer-in-charge. 44.5 Cum
13 12 M&L 75mm thick, Plain Cement concrete, type D-2, 1:4:8 (using 40mm graded stone aggregate) as in sub base of floors even and rough finished to receive topping layer complete all as specified and as directed by Engr-in-Charge. 445 SQM
14 13 M & L for 15mm thick Rendering on brick ,concrete surfaces in cement mortar (1:4) on fair faces of stone masonry walls or finished even and smooth without using extra cement etc complete all as specified & directed. 25 Sqm
15 14 M&L Preparing of newly plastered surfaces and applying two coats of cement base paint (of approved tint) over a coat of primer complete all as specified 25 Sqm
16 15 M&L for laying of Multi-sport Turf (curly) 15 mm thickness,levelling, compecting complete all as specified and directed. 450 Sqm
17 16 M&L for line marking,complete all as specified and directed. 7 Each
18 17 S&F Mild steel work as in posts/struts in fencing including cutting, tops to shape as directed, drilling holes notching for wire etc, complete conforming toFe-290 Grade E-165 complete all as specified. 6500 Kg
19 18 S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screw ,complete all as specified and directed. 700 Sqm
20 19 S&F Plates (plain or chequered) channels,square cut or notched (ordinary and counter sunk) forming holes,without any attachment conforming to Fe-290 (Grade E-165 ) complete all as specified 450 Kg
21 20 S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end andscrewed the other, or screwed both end to be fitted with washer and one one hexagonal or square nut,length of bolt exc 22.5 cm and n.exc 30 cm long, complete all as specified and directed. 120 Kg
22 21 M&L preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of epoxy paint over a coat of red oxide primer complete all as specified and as directed. 285 Sqm
23 22 Supply and laying in trenches centrifugally cast (spun) ductile iron pipes of 100mm dia suitable for pressurized water delivery with spigot & socket end, class `K-9' confirming to IS : 8329/2000 (latest version) - blast furnace slag cement with portland cement properties suitable for (push on) rubber gasket jointing with inside cement mortar lining and black bitumen external coating, duly ISI marked in any length including testing and commissioning all as specified and directed.\nMake: Jindal / Electro steel / Electro therm 225 RM
24 23 Supply and fix in replacement of 100mm bore cast iron sluice valve with flanged ends of type PN-1.6 confirming to IS : 14846:2000 with cast iron wheel and brass spindle complete all as specified and directed. 2 Each
25 24 M&L for construction of valve chambers size 1050 mm x 750 mm x 1000 mm depth, incl earth work, with PCC foundation in the ratio 1:4:8 stone work in cement mortar in the ratio 1:4, plastering 15 mm thick in the ratio of 1:4 incl MS sheet cover 3mm thick with angle iron frame 25 x 25 x 4 mm size, locking arrangement complete with painting on steel surfaces with two coats of synthetic enamel paint over a coat of red oxide and all as specified and as directed by EIC. 2 Each Job
26 25 Material and labour for ISI marked ductile iron socketed fittings supplied as per IS:9523/2000 of class K-12, PN-10 for pressurized water delivery with inside Cement Mortar lining and outside zinc followed by black bitumen coating for size 100 mm dia to 250mm dia such as bends, Tapers tale pieces, Tee pieces (single branch) Y junction doubled branch, cross collars, caps and plug set including rubber ring push on joints complete as specified and directed.\n 80 Kg
27 26 Supply, installation/Lowering Submersible pumpset, discharge 240 LPM and head 50 m,Electric driven, 415 V, stainless steel body, water filled,fitted with Non return Valve to prevent backflow,with submersible cable of rating as per manufacturer (from panel to submersible motor, length of cable as per site requirement) all as spd and directed by Engineer-in-Charge. \nMake: Crompton Greaves/ KSB/ Kirloskar brothers/ texmo 1 Each Job
28 27 Supply and fix Cast Iron Air Valves with two air Outlets, conforming to IS 14845 of size 100 mm dia bore and fixing up in Cast Iron Water supply mains all as specified and as directed. 1 Each
29 28 Supply and fix Non return valve PN 1.6 confirming to IS 5312 Part -I & II of size 100 bore complete all as specified and as directed. 1 Each
30 29 Supply and fixing 4Mtr hight decorative pole of Cast Iron-Cast Aluminium(CICA) MS Pole embellishments. Ornamental EDGAR with designer bracket is made of round tube conforming to IS 1161 with The pole with bracket is given pre-treatment and finished with Polyurethane Paint(PU) giving it a pleasing appearance and antique finish. The pole is provided with 4 nos. of hot dip galvanized type anchor bolts. A door is provided with anchorage and wiring accessories in the base section.The pole shall be provided polyurethane paint.The pole will be supplied Decorative Double arm and luminaire combinations .\nMake BAJAJ/UTKARSH/SURYA 8 Each
31 30 Supply and fixing of GLORIOSA Decorative street light fitting, made of - Aluminium Housing .Heat Management with High Pressure Die Cast Al. Diffuser Optical grade Opal PMMA with IP 65 protection for optical compartment with System Efficiency > 85% ,Surge Protection : 4kVA, Ambient Temprature : -10C to +40C, System wattage : 36W LED system having CCT complete all as specified and as directed 16 Each
32 31 Supply, laying, Jointing and testing 16 Sq mm 4 core XLPE insulated, Extruded PVC outer sheath and inner sheath, galvanised steel armoured cable with aluminium conductor suitable for rated voltage of 1100 Volts grade and laid in trenches/pipe / ducts or on pole complete all as specified and directed\nMake: Havells/RR Cables/Polycab 311 Rm
33 32 Supply and lay 50 mm outer dia double wall corrugated (DWC) high density polythene pipes having corrugation on the outer wall and plain surface on the inner wall confirming to IS 16205 & IS14930 ( Part I and II) for protection of underground cables with all fittings. laid in trenches / road/ nallah or fixed along wall. poles or laid under floor (including cutting floor/Road and making good to match with existing adjoining surface etc for cable protection all as specified (excavation and earth work shall be measured and paid separately) \nMake: Rex/Poly/Geminii 309 RM
34 33 S&F LED Bollard light Cool white 6500 K of wattage 11 watt with integrated mounting base plate and driver complete with housing dark grey RAL 7043 with long life time of 50,000 hours (70% lumen maintenance @ Tc = 35ºC), IP65 protection and IK10 impact resistance including PCC (1:2:4) foundation of suitable size for mounting of light fitting including mounting pole with accessories not less than 1.2m height complete all as specified and directed. \nMake Wipro cat Ref No LB14-131-XXX-65-05 or equivalent to Philips.\nNote: The Contractor should submit LM 79 & LM 80 certificates for the batch of fittings procured before incorporating fittings in the work. 14 Each
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