Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.2 LAccepted-AOC | L1 | Accepted-AOC Reasonable | |
| 2 | L2₹29.0 L+₹54,102.16 (1.90%)Rejected-Finance 106 GREEN AVANUE NAGAR AJMER ROAD GAJSINGHPURA JAIPUR RAJASTHAN 302021 | JAIPUR | RAJASTHAN | 302021 | L2 | Rejected-Finance High rates | |
| 3 | L3₹30.8 L+₹2.4 L (8.27%)Rejected-Finance | L3 | Rejected-Finance High rates | |
| 4 | L4₹34.7 L+₹6.2 L (21.7%)Rejected-Finance | L4 | Rejected-Finance High rates | |
| 5 | L5₹35.0 L+₹6.5 L (22.8%)Rejected-Finance FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | L5 | Rejected-Finance High rates |
Tender Value
₹39.4 L
EMD Value
₹78,760
Closing Date
14 Jul 2021, 5:00 pmClosed
GE NDA KHADAKWASLA
GE NDA KHADAKWASLA
REPAIR/REPLACEMENT OF CERTAIN MISC SHAHABAD STONE, TILES, PCC, FENCING, DRAINS AND SIGN BOARDS IN D2, D3 AND MD AND OTM ACCN IN ZONE A AREA AT NDA KHADAKWASLA
2021_MES_453765_1
8510/E8
Open Tender
Civil Works
Item Rate
180 days
GE NDA KHADAKWASLA
As per tender documents
9 documents required · 9 mandatory
₹500
Yes
GE NDA KHADAKWASLA
₹78,760
Yes
17 Aug 2021
23 Jun 2021
16 Jul 2021
23 Jun 2021
14 Jul 2021
30 Jun 2021
24 Jun 2021 - 25 Jun 2021
Amount
Dismantling stone slab of any description or thickness in floors, approns etc laid bedded and pointed in any mortar laid bedded and pointed in any mortar.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for
Dismantling of floor hearth or wall tiling including cement mortal bedding ( but not backing) removing serviceable tiles to store and rubbish off the premisses
Dismantling fencing wiremesh/barbed wire any type.
Dismantling posts or struts (steel or RCC) embedded in concrete, any section, including taking out embedded portion and making good the disturbed surface.
M&L for cement concrete Type C-2, 1:3:6 (using 20 mm graded stone aggregate) as in foundation, coping, filling and mass concrete all as specified and directed
Supply, fabricate and fixing in position angle iron posts for fencing posts and struts, split at bottom, cut to shape, including providing flat iron for securing wire mesh with necessary welding, drilling bolting or rivetting, complete all as spd and directed.(Steel confirming to Fe-290 (Gde E-165)).
Fixing only in position angle iron posts for fencing posts and struts, split at bottom, cut to shape, including providing flat iron for securing wire mesh with necessary welding, drilling bolting or rivetting, complete all as spd and directed.
Supply only of MS Galvanised chain link fencing, 3 mm nominal dia of wire, avg area of apperture 0.25 sqcm and/or weight of the fencing not less than 2.00 kg/sqm all as spd and diretced.
Fixing only MS galvanised chain link fencing, incl line wires any mesh, size and type to any type of standards, rails, straining bolts etc..incl provision of binding wire.
M&L 10 mm and above dia MS round bars cut to length bent to shape required etc..(to be used for stiffness to chain link) fixed indepdently to the angle iron post as directed. (Conforming to Fe 410w (Gde E-250) quality 'A' or Fe 290 (Gde E-125).
S&F MS screw bolts (machine made 12 mm dia. Shank) with hexagonal or square heads at one end and screwed at another end, each screwed end to be fitted with washer and one hexagonal or square nut, exc. 5cm n. exc 10 cm in length.
S&F 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 & similar work conforming to Fe 290-0 Gde E-165 including removing old structure complete all as specified.
S&F portions framed & hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; tubular steel, barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks & similar work conforming to Fe 290-0 Gde E-165 including removing old structure complete all as specified.
Dismantling wrought iron or mild steel work of any description not otherwise provided for
M&L for 25mm to 30mm thick rough dressed sahabad stone slab flooring bedded and jointed in cement mortar (1:6) and pointed in CM (1:3) incl 15 mm thick screed bed CM (1:6) complete all as specified and directed
-ditto- all as per Item Ser No 16 here-in-before but except sahabad stone
S&F for glossy finished chequered cement concrete tiles 30cmx30cmx30mm thick set jointed with grey cement and pigment and pointed in neat cement slurry including 20 mm thick screed bed of CM(1:6) in floors
M&L for 60 mm thick glossy finished cement concrete coloured interlocking pavers, pattern as approved, as in floors or pavements, laid on and including 30 mm thick stone dust cusioning, laid dry to the profile as directed incl filetting to the edges in CM (1:4), all manufacturer's instruction complete all as directed.
M&L PCC (1:3:6) type C2 as in plinth protection finish surface even and smooth using extra cement (75 mm thick) incl forming dummy joints at 2mtr centre to centre and filled with lean mortar (1:8) all as directed.
M&L for PCC(1:2:4) type B-1 (20 mm graded aggregate) 40 mm thick as in floor with even and smooth finishing without using extra cement complete.
M&L for PCC (1:4:8) type D-2 (using 20mm graded aggregates) as in sub base 50mm thick
Demolition of Precast cement concrete block/stone boulder walling built in CM or Cement lime Mortar.
M&L precast cement concrete block masonry exc. 10 cm width with solid block 1:3:6 C5 Grade and setting in cement mortar (1:6) all as specified and as directed.
M&L for rendering 15mm thick cement plaster in CM( 1:4)on block/stone walling surface finished even and smooth without using extra cement complete all as specified .
Dubbing out average 15mm thick on irregular face of walls (when specificially ordered in writing) in CM (1:4)
Providing and laying at 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. etc., and setting in CM (1:4) complete with joints to match all as specified and directed.
Taking down cement plaster of any description incl racking out joints hacking for key and scrubbing down with water to remove dust etc complete all as specified.
M&L for cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregates as in surface channels, copings and drains including necessary form work complete all as specified and directed
M&L for preparation of newly plastered/concrete wall surface and applying two coats of cement base paint.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc (Inner girth only measured)
Raking or cutting out Joints and decayed mortor etc ,washing the joints and keeping the surface to be pointed wet fro 2days prior to re-pointing in random rubble or polygonal rubble uncoursed or brought up to courses work built in cement mortor etc upto three storyed bldg or 20m height complete all as directed.
M&L Keyed pointing to random or polygonal rubble, uncoursed or brought upto courses in CM (1:4) upto and incl height 20m. Complete Note : Rates all as included for scafollding, shuttering, ladder etc
S&F in repair of 3mm thick Aluminium composite panel (ACP) board of size 4' x 5' (n.exc 20 sqft) fixed on both sides( board shall be rectangular or pentagular shape).ACP board to be fixed on grid frame work with SS screws/rivets, made of 20mm stainless steel square tube of 1.25 mm thick of SS 304 series and fixed on the perimeter of 40 mm dia stainless steel tube of 2mm thick of SS - 304 series. A 20 mm tube of 1.25mm thick of SS series 304 of 05 nos and 50mm long support to be provided to fix to 40mm thick frame. A grid frame to be provided in side 40mm thick frame of size 20mm square of 1.25mm thick not exe 600mm centre to centre on both ways to support the ACP boards. The board shall be sheated with high intensity retro reflective sheet of blue colour, computerised designed writting letter/figures in (Block, Roman, Italic style or in Indian languages where required)/index hands (natural size)/arrows/stops/commas /short lines/dashes/hyphens/bracket, holograms etc where necessary shall be made high intensity reflective sheet with in white colour letter, shape and sizes as required and approved by GE. Letters not exc 200 nos on each face of the ACP Board. Each face to have a border line of 25mm wide with white colour high intensity retro reflective sheet/tape. The sign board to be supported on 2 Nos post of 60mm dia and 2.5mm to 3.0mm thick stainless steel pipe of SS - 304 series, exc 3m and not exceeding 4m in height with round moulded design cap on top. Pipes of the boards to be fixed in ground with PCC 1:2:4 type B2 (using 40mm graded stone aggregate) in post holes of sizes 45cmx45cmx75cm depth (post holes and concrete includes in the rates) all as specified and directed.
S&F in repair of 3mm thick Aluminium composite panel (ACP) board of size 3' x 2' fixed on both sides (Board shall be rectangual or pentagunal shape). ACP board to be fixed on grid frame work with SS screws/rivets, made of 20mm stainless steel square tube of 1.25 mm thick of SS 304 series and fixed on the perimeter of 40 mm dia stainless steel tube of 2mm thick of SS - 304 series. A 20 mm tube of 1.25mm thick of SS series 304 of 05 nos and 50mm long support to be provided to fix to 40mm thick frame. A grid frame to be provided in side 40mm thick frame of size 20mm square of 1.25mm thick not exe 600mm centre to centre on both ways to support the ACP boards. The board shall be sheated with high intensity retro reflective sheet of blue colour, computerised designed writting letter/figures in (Block, Roman, Italic style or in Indian languages where required)/index hands (natural size)/arrows/stops/commas/short lines/dashes/hyphens/bracket, holograms etc where necessary shall be made high intensity reflective sheet with in white colour letter, shape and sizes as required and approved by GE. Letters not exc 200 nos on each face of the ACP Board. Each face to have a border line of 25mm wide with white colour high intensity retro reflective sheet/tape. The sign board to be supported on 2 Nos post of 60mm dia and 2.5mm to 3.0mm thick stainless steel pipe of SS - 304 series, exc 3m and not exceeding 4m in height with round moulded design cap on top. Pipes of the boards to be fixed in ground with PCC 1:2:4 type B2 (using 40mm graded stone aggregate) in post holes of sizes 45cmx45cmx75cm depth (post holes and concrete includes in the rates) all as specified and directed.
S&F in repairs of 3mm thick aluminium Composite pannel (ACP) Board of any size fixed o both sides as per site requirement, ACP board fixed (incl removing of Old panel of any make) on SS, steel frame/grid with SS screw as directed. The board shall be sheeted with high intensity retro reflective sheet of cololur as decide by Engg-in-Charge, Computerised designed writting letters/figures or signs , markings etc shape and size as approved. Letter Not Exc 200Nos each face of ACP board. Each aface to have Border line of 25 mm wide Complete all as specifed and directed.
M&L for two coats of synthetic enamel paint over a coat of Red oxide primer including preparation of new steel/iron surface of any description over 10 cm in width or girth
M&L for preparation of new untreated concrete surfaces of any description over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of primer all as speicifed and directed.
M&L for two coats of synthetic enamel paint over a coat of Red oxide primer including preparation of new steel/iron surface of any description but n.exc 10 cm in width or girth
Raj Construction Company
R & Y CONSTRUCTION COMPANY
Prem Singh
OM GANESH CONSTRUCTION
AJAY ENTERPRISES
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 • 0.04 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 .