Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAccepted-AOC D NO 71 31 96 6 ASRR COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹35.6 L+₹3,323.40 (0.09%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹37.0 L+₹1.4 L (4.06%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹37.9 L+₹2.4 L (6.70%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹38.0 L+₹2.5 L (7.04%)Rejected-Finance D NO 9 947 66 DOCTORS COLONY SHIVAJI PLEM VISAKHAPATNAM 530017 | VISAKHAPATANAM | ANDHRA PRADESH | 530017 | L5 | Rejected-Finance Not Lowest |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
5 Nov 2021, 6:00 pmClosed
Garrison Engineer P Navy Kalinga Visakhapatnam
Garrison Engineer P Navy Kalinga Military Engineer Services INS Kalinga PO Visakhapatnam 531 163
PROVISION OF GALVANIZED SHEETS ROOF WITH MS STEEL FRAME ON THE TOP OF STATIC WATER TANKS, PROVN OF SIGN BOARD AND FIRE IRON STAND, PROVN OF NAME PLATES ON THE GATES OF RESIDENTIAL COLONY, PROVN OF HARD STANDING NEAR THE OUTER GATE OF NAD AND SPECIAL
2021_MES_480510_1
GE (P)/N/K/8837 OF 2021-22
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer P Navy Kalinga Visakhapatnam
Class D, Category a (i)
6 documents required · 6 mandatory
₹500
Garrison Engineer P Navy Kalinga Visakhapatnam
₹86,000
Yes
17 Dec 2021
8 Oct 2021
8 Nov 2021
8 Oct 2021
5 Nov 2021
22 Oct 2021
Amount
Excavating hard/ dense soil in post holes (or similar holes) each n.exc 0.5 Cu.m getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance in n.exc 50m and making good surface complete all as specified and as directed.
S&F roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc confirming to grade Fe-290W (Gde E-165) complete all as specified and as directed.
S&F framed work such as grills, grating, 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 and similar work conforming to Fe 410 Gde E-165 complete all as specified and as directed.
S & F 5 to 10mm dia mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other or screwed the both ends each screwed ends to be fitted with washer and one hexagonal or square nut n.exc 10cm long complete all as directed.
M & L providing cement concrete type B-1, 1:2:4 (using 20mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
S&F pre-painted galvalume aluminium zinc coating GI based corrugated 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 directed.
All as per Srl item No. 6 but except sheet
M & L applying two coats of synthetic enamel paint over a coat of red oxide Zinc chromate primer including preparation of new steel surfaces over 10cm width or girth complete all as specified and as directed.
S&F 4 mm dia galvanised steel wire 50 x 50 mm mesh made up into matress or cages lapped, wired and laid in position and fixed complete to steel members exc 4 kg per sqm fixed complete to wood or steel members complete all as specified and as directed.
S&F MS works as in wind ties using flat iron including all necessary drilling, bolting, riveting etc and similar work conforming to Fe-290 Gde-E-165 complete all as specified and as directed.
M & L for PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in roof padding over roof slab, roof kerbs or mud stop rounded or chamfered on edges complete all as specified and as directed.
S&F 125mm size MS butt hinges medium weight cold rolled complete all as directed.
Excavating any type of soil in post holes (or similar holes) each n.exc 0.5 Cu.m getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance in n.exc 50m and making good surface complete all as specified and as directed.
M & L providing cement concrete type C-2, 1:3:6 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
S&F mild steel work conforming to Fe-290 (Gde E-165) as in fencing post, fillets for securing chain link fencing etc including all necessary drilling, bolting or riveting etc and similar work complete all as specified and as directed.
S&F plain aluminium sheet for sign board including fixed in frame with SS nut & bolts/ screw etc complete all as specified and as directed.
S&F radium reflective sheet fixed over aluminium sheet complete of any size/ shape and colour of letter, arrow etc approved by Engr-in-charge for sign board complete all as specified and as directed.
Supply and fix plain black, mild steel sheeting as in ridges, hips, valley gutters, drip and straight flashing etc of 2.00 mm thick (length and girth as fixed) fixed with L-type or J-type or cranked hook bolts in roof, walls etc complete all as specified and as directed.
M&L preparing new or previously untreated steel surfaces of any description not exc 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified.
Dismantling of plain or corrugated steel sheeting any gauge, thickness in roof covering of any type complete all as specified and as directed
Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground (post embedded in concrete, brick work, ground) complete all as specified and as directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided and removing unserviceable materials from site of work complete all as specified and as directed.
Fabrication, erection and fixing only mild steel work conforming to Fe-290 (Gde E-165) as in fencing post, fillets for securing chain link fencing etc including all necessary drilling, bolting or riveting etc and similar work complete all as specified and as directed.
S & F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 including gusset plate, including erection of vertical supports for holding purlins, rafters, base plates, nuts & bolts etc. complete all as specified and as directed.
Fabrication, erection and fixing only steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 including gusset plate, including erection of vertical supports for holding purlins, rafters, base plates, nuts & bolts etc. complete all as specified and as directed.
S & F Rolled sections as in main and cross beams, hip and jack rafters, purlin where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates conforming Fe-290 (Gde-E-165) quality -A complete all as specified and as directed
Fabrication, erection and fixing only Rolled sections as in main and cross beams, hip and jack rafters, purlin where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates conforming Fe-290 (Gde-E-165) quality -A complete all as specified and as directed
Excavating soft/ loose soil in post holes (or similar holes) each n.exc 0.5 Cu.m getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance in n.exc 50m and making good surface complete all as specified and as directed.
M & L applying two coats of synthetic enamel paint including preparation of steel surfaces of any description over 10cm width or girth complete all as specified and as directed.
Dismantling expanded metal, any thickness or mesh, fixed with steel or wood fillets, if any complete all as specified and as directed
M & L for Cement concrete as in roof kerbs or mud stops, rounded or chamfered on edges of type C1, 1:3:6 of (20 mm aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed.
Taking down cement plaster of any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc built in cement mortar complete all as specified and as directed by the Engineer-in-Charge.
M&L 10 mm thick rendering in cement mortar 1:4 on brick or concrete surfaces finished even and smooth without using extra cement mixed with WPC as per manufacturers instruction complete all as specified. (Note : WPC will be measured and paid separately under appropriate item as supply only)
Supply only integral water proofing compound conforming to IS-2645-2003 approved quality complete all as specified and as directed.
Demolition of cement concrete (Unreinforced) in ground floor and pavings n.exc 15cm thickness (below or above ground level) complete all as specified and as directed
M & L 50 mm thick cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in sub base of floors finished even and smooth complete all as specified and as directed.
M&L 75mm thick PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in plinth protection and paving finished cement concrete surfaces even and smooth without using extra cement complete all as specified and as directed.
M & L applying two coats of cement based paint on newly plastered wall surface over a coat of alkali resistant primer including preparation of surfaces, complete all as specified and as directed.
M&L for Writing letters or figures (Block, roman Italic or Indian) exc 10cm but not exceeding 30cm high complete all as specified and as directed.
Providing and applying acrylic cementitious, elastomeric, two component waterproof coating of master builders solution or equivalent, by mixing both the components to a lump free consistency by suitable means and applied on the prepared surface in 2 or 3 coats at an interval of 4 to 8 hours between coats, depending on the atmospheric conditions, applied at a total consumption of 3 kg/sqm to achieve a total dry fill thickness of 1.5 mm and coating shall be continued along the wall and allowed to cure etc. (Note : Coating shall offer the following performance properties.) 1. Tensile strength- 1 MPa as per ASTM D 412 2. Elongation- 35% as per ASTM D 412 3. Water penetration – No leakage at 5 bars as per DIN 1048
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as directed.
Removing excavated material from site to a distance n.exc 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.
M & L hardcore of broken stone or boulders of gauge n.exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface, complete all as specified and directed.
M & L 100 mm thick PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base/ floor, complete all as specified and directed.
M & L 100 mm thick PCC (1:1.5:3) type B-1 using 20mm graded aggregate as in flooring etc finshed surface of concrete by brooming complete all as specified and as directed.
M&L for forming contraction (dummy) joints 65mm deep x 10mm wide, grade 'A' filled with sealing compound complete all as specified and as directed.
M&L for forming construction joint filled with grade 'A' mastic compound 30mm deep and 10mm wide complete all as specified and as directed.
M&L precast reinforced cement concrete 1:2:4 type B-1 (Using 20mm graded stone aggregate) as in landings, cover slab (for manhole), chullah hood, chajjas, water trough, mangers, shelves etc and similar articles with plain faces set in CM 1:6 complete all as specified and as directed.
M&L TMT bars 10mm dia and over, as reinforcement. cut to length, bent to shape required including cranking bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified.
S&F as in repairs gun metal gate valve of size 50 mm bore conforming to IS: 778 with iron wheel head screwed both ends for iron pipe & fixed complete all as specified and as directed.
Taking up or down 50 mm dia. steel tubing and connections including for refixing or removal from site complete all as specified and as directed by the Engineer-in-Charge.
M&L for pipes galvanised medium grade including fittings of dia 50 mm laid in trenches complete all as specified and as directed.
M&L for grouting of RCC wall and other RCC surfaces with cement slurry by mixing 50 kg of cement with 18 to 22 litre of water with admixture of FOSROC CEBEX 100 (Plasticized expanding grout admixture) about 225 gms per 50 kg of cement by drilling upto 12 mm dia hole in floor @ 300 mm C/C upto required depth and grouting / pumping the grout with mechanically powered grout mixer upto 10 kg for each hole as per manufacturer ‘s instructions and sealing the hole after grouting (GROUT = WATER + CEMENT + FOSROC CEBEX 100 in proportion) complete all as specified and as directed by the Engineer-in-Charge.
Excavation in trenches n. exc 1.5 mtr wide and n. exc 1.5 mtr in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, FRLS cable etc. n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in hard /dense soil complete all as specified and as directed.
M & L providing cement concrete type B-2, 1:2:4 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
S&F 0.71mm thick plain, aluminium sheeting, Alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) complete all as specified and as directed.
M&L for computer designed and reflective sticker in the shape of numerical/ symbol/ letters etc approved make all as specified and directed by Engr-in-charge. Note : (i) Size and shape of numerical symbols/ letters etc shall be as directed by the Engr-in-Charge (ii) Size of symbols/ numerical/ letters etc shall be measured to over all dimensions only. (iii) Colour of stickers shall be approved by the Engr-in-Charge before incorporation in work
Surface excavation exceeding 15cm deep but not exceeding 30 cm deep and getting out in soft/ loose soil complete all as directed.
M&L 75mm thick PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in sub base complete all as specified and as directed.
M & L designer chequered cement concrete tiles rubber moulded 30 cm x 30cm x 25 cm thick with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors including 20mm thick screed bed or bedding layer of CM (1:4) complete all as specified and as directed
M & L providing cement concrete type B-1, 1:2:4 (using 20mm graded stone aggregate) as cast in situ in lintels upto 1.5m span, cills and other similar bands, plinth courses, parapets, railings upto 60 cm height, copings, bed plates and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.
N V S S K N SIVA PRASAD
HUSSAIN ENGINEERING WORKS
POTHINA SAMBAMURTHY
SRIVALLI ENGINEERS
SSV CONSTRUCTIONS
stage.html
html • 0.06 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 • 0.03 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 .