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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹12.5 L+₹1,720.25 (0.14%)Rejected-Finance GOA | SOUTH GOA | GOA | 403703 | L2 | Rejected-Finance Not being L1 |
Tender Value
₹14.8 L
EMD Value
₹29,500
Closing Date
7 Oct 2021, 6:00 pmClosed
GE PANAJI
Garrison Engineer S V Road Panaji Goa
IMPROVEMENT OF WATER SUPPLY INSTALLATION BUILDINGS AT MARGAO AND PONDA UNDER GE PANAJI GOA
2021_MES_475343_1
8893/E8
Open Tender
Civil Works
Item Rate
180 days
GE PANAJI
As per tender documents
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER PANAJI
₹29,500
Yes
29 Oct 2021
15 Sept 2021
11 Oct 2021
15 Sept 2021
7 Oct 2021
20 Sept 2021
15 Sept 2021 - 19 Sept 2021
Amount
Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. but excluding ashlar facing dressed stonework and precast concrete articles complete all as specified and directed by Engineer in charge.
Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specially provided for complete all as specified and directed.
Taking down cement plaster of any description, thickness including raking out joints hacking for key scrubbing down with water complete all as specified and as directed.
Material and labour for laterite stone walling of squared rubble, regular coursed well bonded, bedded and solidly hearted built in CM 1:6 complete all as specified and directed.
Ditto all as per item 005 above but except stone
Extra over stone walling for hammer dressing to face stone and dressing of face beds and joints, as specified, of squared rubble masonry regular coursed, hammer dressing with maximum depression on face from straight edge complete all as specifed and directed
Material and labour for plastering 15mm thick in cement mortar 1:6 in two coats (10mm thick under coat and 5mm thick finishing coat ) on external surface of stone masonry or surface other than fair faces of brickwork or on one side of lathing and finishing even and smooth without using extra cement. complete all as specifed and directed.
Material and labour for 15mm thick plastering work in cement mortar 1:4 on laterite stone masonry surfaces or surface other than fair faces of brick work or stone surface, finished even and smooth with using water proofing compound and without using extra cement complete all as specified and directed.(Note:- water proofing compound shall be measured and paid separately)
Material and labour for 10mm thick plastering in cement mortar 1:4 on fair faces of concrete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and directed.
Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm to newly plastered wall surfaces complete all as specified and directed
Material and labour for preparation of new plastered wall surfaces and applying two or more coats distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour over a coat of chalk whiting complete all as per manufacturer's specification complete all as specified and directed
Material and labour for applying three coats of white wash including preparation of newly or old untreated plastered wall surfaces complete all as specified and directed.
Material and labour for applying three coats of white wash including complete removal of existing treatment from wall surfaces complete all as specified and directed.
Material and labour for applying three coats of white wash including preparation of newly or old untreated plastered ceiling surfaces complete all as specified and directed.
Material and labour for complete removal of existing treatment from old ceiling or bottom plastered or conc surfaces or newly plaster surfaces of RCC OVER HEAD RESERVOIRS of height exceeding 15mtr but n.exc 18mtr and applying two coats of distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour over chalk whiting over one coat alkali-resistant primer complete all as per manufacturer's specification and all as specified and directed
Material & Labour for complete removal of existing treatment from old plastered or conc wall surfaces of RCC OVER HEAD RESERVOIRS of height up to 18mtr and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over a coat of chalk whiting to newly or old undecorated plastered wall surfaces complete all as specified and directed
Material & Labour for complete removal of existing treatment from old plastered or conc wall surfaces of RCC OVER HEAD RESERVOIRS of height exc. 18mtr but n.exc 30mtr and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over a coat of chalk whiting to newly or old undecorated plastered wall surfaces complete all as specified and directed
Material and labour for complete removal of old paint by paint removers or burning off by blow lamps and cleaning with scrapers, any width or girth of RCC OVER HEAD RESERVOIRS steel surfaces of height exceeding 15mtr but n.exc 30mtr and applying two coats of synthetic enamel paint over a coat of red-oxide primer complete all as specified and directed
Material and labour for cement concrete type D-2, 1:4:8 (40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed
Material and labour for cement concrete type C-2, 1:3:6 (40mm graded crushed stone aggregate) as in surface channels and drain complete all as specified and directed
Material and labour for cement concrete type B-1, 1:2:4 (20mm graded crushed stone aggregate) as in coping complete all as specified and directed
Material and labour for formwork to sides of soffits of floor or roof beam, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup-ports, overhangs, etc also splays between floors and beams, etc complete all as specified and directed.
Material and labour for Mild steel TMT 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 secured with clips complete all as specified and directed.
Material and labour for Mild steel TMT bars 6mm to 8mm 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 secured with clips complete all as specified and directed.
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed.
Material and labour hard core of gauge n.exc 63 mm deposited spread & levelled in layars nexc 15 cm thick watered & rammed in a true surface of broken stone or boulder complete all as specified and directed.
Material and labour for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment over and including 15mm thick screed bedding of C M 1:6 complete all as specified and directed
Supply & Fix 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints with rubber lubricant laid in trenches or laid under floor complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soft/ loose soil complete all as specified and directed
Removing excavated surplus soil (any type of soil) n. exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed
Material and labour for preparation old decorated steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying one coats of synthetic enamel paint complete all as specified and directed
Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed.
Supply and fixing Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc compete, drilled for fixing of steel sheeting or other covering, or welding etc, prepared for hanging, or sliding with and including either hooks and hinges or steel hanging door fitting or other covering, and hanging, also fastening and fixing Fe 410-W (Gde-E-250) complete all as per specified and directed
Supply and fixing mild steel plain black sheet thickness of sheet 1.25mm thick in hearths covering to door shutters , covering to door chowkats (frames) etc cut to size edges beaded if directed, holes punches, including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc as required complete all as specified and directed.
Material and labour for cutting out cracks to v-section shape to concrete surface of overhead reservior inner or outer sides and making good after tucking in waterproofing treatment and filling with cement sand 1:3 complete all as specified and directed
Material and labour for cutting out cracks to v-section shape to concrete surface above 10mm but below 15mm thick of overhead reservoir inner or outer sides and making good after tucking in waterproofing treatment and fill the crack by using Dr. Fixit Silicone crack fillar modified polymer mortar or crack fillpaste as per manufacture instructions complete all as specified and directed
Material and labour for cutting out cracks to v-section shape to concrete surface above 15mm but below 25mm thick of overhead reservoir inner or outer sides and making good after tucking in waterproofing treatment and fill the crack by using Dr. Fixit Silicone crack fillar modified polymer mortar or crack fillpaste as per manufactuer instructions complete all as specified and directed
Material and labour for applying two coats of synthetic enamel paint, over 10cm width or girth over a coat of red oxide primer including complete removing old paint by paint removers or burning off by blow lamps and cleaning with scrapers of any number of coats of any width or girth to steel surfaces complete all as specified and directed.
Supply only Integral Water proofing compound complete all as specified and directed
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of pipe line etc, and getting out in hard/ dense soil complete all as specified and directed.
Supply and laying 80mm bore galvanised iron steel water tubing of medium grade including all fittings such as bends, elbows, tees, unions, nipples, short pieces etc as required at site, laid in trenches and connecting including dismantling and taking out old unserviceable pipe line along with fittings from existing connections complete all as specified and directed. Note: - (i) The quoted rates deemed to be inclusive of cutting, jointing and testing of the pipe. (ii) Excavation and earth work shall be measured and paid separately under relevant item of Schedule ‘A’. (iii) All other fittings required shall be provided by the contractor at his own cost.
Supply and fix 150mm dia cast iron sluice valve PN-1.6 conforming to IS 14846/ 2000, ISI Marked with MS spindle and iron wheel head with both ends flanged with new rubber gasket, bolts and nuts etc. including dismantling of old unserviceable sluice valve fixed at any location complete all as specified and directed.
Supply and fix 100mm dia cast iron sluice valve PN-1.6 conforming to IS 14846/ 2000, ISI Marked with MS spindle and iron wheel head with both ends flanged with new rubber gasket, bolts and nuts etc. including dismantling of old unserviceable sluice valve fixed at any location complete all as specified and directed.
Supply and fix 80mm dia cast iron sluice valve PN-1.6 conforming to IS 14846/ 2000, ISI Marked with MS spindle and iron wheel head with both ends flanged with new rubber gasket, bolts and nuts etc. including dismantling of old unserviceable sluice valve fixed at any location complete all as specified and directed.
Material and labour for brick masonry valve chamber of size 1.00M x 1.00M x 1.00M (internal size) with 150mm thick PCC foundation 1:4:8, type D2 using 40mm graded trap stone aggregate, brick masonry wall with sub class 'B' bricks 23cm thick built in cement mortar 1:6, 10mm thick plastering to internally and 15mm thick externally, 15cm below ground level, with PCC 1:2:4, type B1 using 20mm graded trap stone aggregate coping 50mm thick including chamber cover with frame made of angle iron of size 40mm x 40mm x 6mm and MS sheet of 2.5mm thick including MS hinges, locking arrangement with provision of locks and painting the steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer including necessary earth work, excavation, demolition of existing chamber etc. complete all as specified and directed.
Material and labour for brick masonry valve chamber of size 1.50M x 1.50M x 1.50M (internal size) with 150mm thick PCC foundation 1:4:8, type D2 using 40mm graded trap stone aggregate, brick masonry wall with sub class 'B' bricks 23cm thick built in cement mortar 1:6, 10mm thick plastering to internally and 15mm thick externally, 15cm below ground level, with PCC 1:2:4, type B1 using 20mm graded trap stone aggregate coping 50mm thick including chamber cover with frame made of angle iron of size 40mm x 40mm x 6mm and MS sheet of 2.5mm thick including MS hinges, locking arrangement with provision of locks and painting the steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer including necessary earth work, excavation, demolition of existing chamber etc. complete all as specified and directed.
Material and labour for PCC 1: 3: 6, type C1, using 20mm graded crushed trap stone aggregate for making good the road cutting surface complete all as specified and directed.
Material and labour for mild steel plain black sheet 2.5mm thick cut to size and fixed with mild steel hinges to steel members with bolts and nuts with all necessary drilling, bending, welding etc as required for existing valve chamber cover and applying two coats of synthetic enamel paint of approved colour over a coat of red oxide primer including dismantling the old unserviceable chamber cover complete all as specified and directed.
VXL AND COMPANY
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