Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.6 LAccepted-AOC | ₹38.6 L Quoted ₹39.8 L | L1 | Accepted-AOC Accept |
| Sl No | Description | Qty | Unit | K R PRAVEEN KUMAR L1 |
|---|---|---|---|---|
| 1.00 | Demolition of precast cement concrete block masonry on any description complete all as specified and as directed by Engineer in charge | 30 | Cum | 700 ₹21,000 Lowest |
| 2.00 | M& L for precast cement concrete block masonry with solid blocks using PCC 1:3:6, type C1(using 20mm graded stoneaggregate), exc. 10cm in width, set in cement mortar 1:6 complete all as specified and as directed by Engineer in charge | 25 | Cum | 12,000 ₹3,00,000 Lowest |
| 3.00 | M& L for precast cement concrete block masonry with old solid blocks retrived from item No 1 using PCC 1:3:6, type C1(using 20mm graded stoneaggregate), exc. 10cm in width, set in cement mortar 1:6 complete all as specified and as directed by Engineer in charge | 5 | Cum | 3,800 ₹19,000 Lowest |
| 4.00 | Taking down cement plaster on concrete or brick masonry surface including raking out joints, hacking for keys scrubbing down with water etc complete all as specified and as directed by Engineer in charge | 100 | Sqm | 50 ₹5,000 Lowest |
| 5.00 | M&L for 5mm thick plaster in CM 1:4 over 10mm thick backing in CM 1:6 on fair face of brick walls or concrete surface including mixing of liquid water proofing compound @ 200ml per 50 Kg cement bag, finished the surface even and smooth without using extra cement complete all as specified and as directed by Engineer in charge
Note: Water proofing compound shall be measured and paid separately as "Supply Only" | 500 | Sqm | 500 ₹2,50,000 Lowest |
| 6.00 | M&L for preparing newly plastered wall surface and applying two or more coats of Asian paints apex ultima (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 complete all as specified and as directed by Engineer in charge | 500 | Sqm | 250 ₹1,25,000 Lowest |
| 7.00 | Supply only liquid water profing compound complete all as specified and as directed by Engineer in charge | 100 | Ltr | 150 ₹15,000 Lowest |
| 8.00 | M & L for complete removal of existing treatment and Preparation of plastered wall surfaces and applying Two or more coats of Asian paints apex ultima ( 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 old surfaces complete all as specified and as directed by Engineer in charge | 1,200 | Sqm | 300 ₹3,60,000 Lowest |
| 9.00 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in charge | 30 | Cum | 700 ₹21,000 Lowest |
| 10.00 | M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete including formwork complete all as specified and as directed by Engineer in charge | 16 | Cum | 8,000 ₹1,28,000 Lowest |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
13 Jul 2024, 6:00 pmClosed
GE Minniebay, Port Blair
GE, Minniebay, Junglighat (PO), Port Blair -744103
REPAIRS TO RETAINING WALL, FENCING GATE ETC AND OTHER B/R ITEMS AT NTS, MARCOS, NAD, CHOULDARI DAM ,PROTHRAPUR FILTRATION PLANT, DAD QTRS, PEREIRA ENCLAVE UNDER AGE B/R-II OF GE MINNIEBAY, PORT BLAIR
2024_MES_657577_1
8420/E8
Open Tender
Civil Works
Item Rate
270 days
GE Minniebay, Port Blair
As per tender documents
11 documents required · 11 mandatory
₹500
Yes
GE Minniebay
₹80,000
Yes
23 Aug 2025
4 Jun 2024
15 Jul 2024
4 Jun 2024
13 Jul 2024
24 Jun 2024
Amount
Demolition of precast cement concrete block masonry on any description complete all as specified and as directed by Engineer in charge
M& L for precast cement concrete block masonry with solid blocks using PCC 1:3:6, type C1(using 20mm graded stoneaggregate), exc. 10cm in width, set in cement mortar 1:6 complete all as specified and as directed by Engineer in charge
M& L for precast cement concrete block masonry with old solid blocks retrived from item No 1 using PCC 1:3:6, type C1(using 20mm graded stoneaggregate), exc. 10cm in width, set in cement mortar 1:6 complete all as specified and as directed by Engineer in charge
Taking down cement plaster on concrete or brick masonry surface including raking out joints, hacking for keys scrubbing down with water etc complete all as specified and as directed by Engineer in charge
M&L for 5mm thick plaster in CM 1:4 over 10mm thick backing in CM 1:6 on fair face of brick walls or concrete surface including mixing of liquid water proofing compound @ 200ml per 50 Kg cement bag, finished the surface even and smooth without using extra cement complete all as specified and as directed by Engineer in charge Note: Water proofing compound shall be measured and paid separately as "Supply Only"
M&L for preparing newly plastered wall surface and applying two or more coats of Asian paints apex ultima (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 complete all as specified and as directed by Engineer in charge
Supply only liquid water profing compound complete all as specified and as directed by Engineer in charge
M & L for complete removal of existing treatment and Preparation of plastered wall surfaces and applying Two or more coats of Asian paints apex ultima ( 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 old surfaces complete all as specified and as directed by Engineer in charge
Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in charge
M & L for PCC 1:4:8 with type D2 using 40 mm graded crushed stone aggregate as in filling, foundation and mass concrete including formwork complete all as specified and as directed by Engineer in charge
M&L for Design mix RCC M-30 (using 20mm graded stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for Design mix RCC M-30 (using 20mm graded stone aggregate) in Walls, retaining walls,basement walls, ballast walls and the like; anythickness; above top of footings; including attached pilasters and buttresses including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for Design mix RCC M-30 (using 20mm graded stone aggregate) in Columns, pillars, piers, post & struts including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for Design mix RCC M-30 (using 20mm graded stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5mtr span including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for Design mix RCC M-30 (using 20mm graded stone aggregate) in Slabs supported on walls,beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for mild steel TMT (CRS) bars 10mm dia and over, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer in charge
M&L for mild steel TMT (CRS) bars 5mm dia and over upto and including 10mm dia, cut to length, bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer in charge
Taking down eaves gutters and rainwater pipes (any size or pattern), or any PVC pipe fixed in any position including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories complete all as specified and as directed by Engineer in charge
M&L for 110 mm bore PVC pipes as in weep holes complete all as specified and as directed by Engineer in charge
M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and as directed by Engineer in charge
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/loose soil complete all as specified and as directed by Engineer in charge
Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out in soft /loose soil complete all as specified and as directed by Engineer-in-Charge.
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed by Engineer in charge
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., additional 1.5 m or part thereof in height above the first 1.5 m complete all as specified and as directed by Engineer in charge
Returning, filling in Surplus soil, back filling of retaining wall including spreading, levelling, watering and well ramming in layers n.exc. 25cm complete all as specified and as directed by Engineer in charge
Dismantling of structural steel of any description not otherwise provided for complete all as specified and as directed by Engineer in charge
S & F Rolled sections as in main and cross beams, hip and jack rafters; purlins, pole where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates using structural steel of Fe-410W (Gde E-250 quality A) complete all as specified and as directed by Engineer in charge
S & F for steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and as directed by Engineer in charge
S&F mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment with grade Fe 410-W (Gde-E- 250) quality- A complete all as specified and as directed by Engineer in charge
S & F MS 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, angle iron horns with holes and notches to fix barbed wires and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer in charge
M & L for preparing of new of previously untreated steel surface of any description, not otherwise described, over 10 cm width or girth applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by Engineer in charge
S&F in repairs 3.5mm dia GI chain link fencing PVC coated 50mmx50mm mesh including fixing of MS flate iron,rod & bolt to fencing post complete all as specified and as directed by Engineer in charge Note:The supply only of flate,rod& bolts shall be measured and paid separately as "Supply Only"
S & F in repair for galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed by Engineer in charge
S & F in repairs GI concentrina barbed tape wire fencing of dia exceeding 450 mm but not exceding 600 mm of coil when unstrectched to be provided on the top of compound wall not less than 6 (six) rounds per metre length of wall including clips as per manufacturer instructions complete all as specified and as directed by Engineer in charge
M&L for preparation of old surfaces of steel surfaces exceeding 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer in charge
Dismantling plain or corrugated steel sheeting, any gauge, for roof coverings in small patches complete all as specified and as directed by Engineer in charge
S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer in charge
S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer in charge
M&L for aluminium wind tie of any size fixed with self tapping screws of size 50/75mm with integral EPDM washer in roof covering complete all as specified and as directed by Engineer in charge
M&L for providing precast cement concrete louvres and jallies, 25 mm thick set in CM 1:4 Type B0 1:2:4 (12.5mm graded aggregate) (measured soild), including all mouldings but excluding frame complete all as specified and as 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 as directed by Engineer in charge
M & L for hardcore of gauge n exc 63 mm deposited spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface of broken stone or boulders complete all as specified and as directed by Engineer in charge
M & L for 100 mm thick PCC 1:4:8 type D2 using 40 mm graded stone as Sub Base complete all as specified and as directed by Engineer in charge
M&L for chequered cement concrete coloured glazy finished tiles 30 cm x 30cm x 25 mm thick set, jointed and pointed neat cement slurry in floor with grey cement and pigments , incl CM (1: 4) 20 mm thick screed bed complete all as specified and as directed by Engineer in charge
Dismantling Floor, Hearth or Wall Tiling including cement mortar bedding [but not backing] and removing serviceable tiles to the stores and removing rubbish / debris of the premises complete all as specified and as directed by Engineer in charge
M & L for 300 x 300 x 8 - 10mm thick coloured vitrified heavy duty chequered tiles as in floor/wall set and jointed in cement slurry and pointed in coloured cement to match laid over 15mm thick cement mortar in CM 1:6 complete all as specified and as directed by Engineer in charge
M & L for machine pressed precast concrete interlocking paver block glossy finish any shape & size confirming to IS 15658-2006 of 60 mm thickness complete all as specified and as directed by Engineer in charge
M & L for crushed Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer in charge
Demolition of Brickwork or stone/ boulder masonry, laid dry complete all as specified and as directed by Engineer in charge
M&L for boulder pitching, laid dry, hand packed tightly and pitching is grouted with cement and sand mortar 1:6 including raised pointed in cement mortar 1:4 (including dressing and levvelling the surface)
Supply only Ms bars 10mm dia for support to chain link fencing complete all as specified and as directed by Engineer in charge
Supply only MS Flat iron as in fillets for securing wire mesh including all necessary drilling, bolting or riveting etc and similar work confirming to Fe 410-W(Gde-E-250) quality-A complete all as specified and as directed by Engineer in charge
Supply only mild steel screw bolts n exc 12 mm dia machine made with hexagonal or square head at one end and screwed the other or screwed both ends for fixing of chain link fencing complete all as specified and as directed by Engineer in charge
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .