Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹38.4 L+₹1.4 L (3.85%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹43.3 L+₹6.3 L (17.1%)Rejected-AOC | L3 | Rejected-AOC Rejected | |
| 4 | L4₹45.8 L+₹8.9 L (24.0%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | L5₹49.4 L+₹12.5 L (33.7%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
Refer Docs
EMD Value
₹75,000
Closing Date
19 Jan 2021, 6:00 pmClosed
GE 969 EWS
GE 969 EWS C o 56 APO
PROVISION OF HARD STANDING AT MILITARY TRANSPORT PARK, MILITARY TRANSPORT SHED, SOAKAGE WELL , SEPTIC TANK AND SEWAGE LINE WITH ALLIED INFRA
2020_MES_406731_1
CANO 969/WS- /2020-21
Open Tender
Civil Works
Item Rate
180 days
Uri
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE 969 EWS
₹75,000
Yes
15 Mar 2021
24 Dec 2020
21 Jan 2021
24 Dec 2020
19 Jan 2021
7 Jan 2021
Amount
Excavating in post holes( or similar holes) each n exc 0.5 cum , getting out, retunring, fillingin and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm in any type of soil.
M&L for PCC 1:4:8 Type D-2 (using 40mm graded Agg) as in foundations, filling and mass concrete. Complete all as specified and directed by Engr-In-Charge.
S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1998 grade St.-240. Complete all as specified and directed by Engr-In-Charge.
S&F rolled mild steel in roof trusses(framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing(Beam,tee, angle, channel or flat sections)incl distance pieces, cleats, etc conforming to grade Fe-410W-(Gde E-250 Quality A) Complete all as specified and directed by Engr-In-Charge.
S&F MS bands, straps, supports or stays for rainwater, ventilating pipes, ncluding bolts if reqd, hooks(stay), hook and pintle hinges, large hasp and staples, clamps, hold fasts, wall ties, plain angle cleats for securing purlins to wood trusses or rafters and similar small articles confirming to Fe-290 Gde E-165. Complete all as specified and directed by Engr-In-Charge.
S&F 0.63mm thick grade `O’ with coating of 120 gm/Sqm galvanized corrugated mild steel sheeting with two corrugation side lap, fixed with 'L' type or 'J' type or cranked hook bolt and washers as in roofs, walls etc. Complete all as specified and directed by Engr-In-Charge.
All as per ser item No 6 above but except sheeting.
S& F 0.80mm thick grade 'O' Plain with 120gm per sqm zinc coating, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings. Complete all as specified and directed by Engr-In-Charge.
M&L for preparation of new steel and iron surfaces of any description over 10 CM width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer. Complete all as specified and directed by Engr-In-Charge.
Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in hard dense soil. Complete all as specified and directed by Engr-In-Charge.
Removing excavated material exc 250 m but n.exc 500m and depositing where directed at a level n.exc 1.5m above the starting point. Complete all as specified and directed by Engr-In-Charge.
M&L for 200mm thick (spread thickness) soiling (sub base) with broken stone (granite, trap or basalt) of size range 100mm to 50mm deposited spread, levelled in one layer, interstices filled surfaces formed, rolled and consolidated to required gradient and camber with 8 to 12 tone power roller, Complete all as specified and directed by Engr-In-Charge.
Material and labour for 150mm thick Cement Concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in sub base of floors and pavings, Complete all as specified and directed by Engr-In-Charge.
Material and labour, Cement Concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less and finishing the surface with brooming, Complete all as specified and directed by Engr-In-Charge.
M&L for spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green. Complete all as specified and directed by Engr-In-Charge.
Material and labour for forming 12mm thick expansion joints filled with pre-formed bituminous fillers and top 30mm primed and sealed with sealing compound grade `A' of 200mm thickness of slab/floor. Complete all as specified and directed by Engr-In-Charge.
Material and labour forming contraction (Dummy) joints 65mm deep x 10mm wide filled with sealing compound Grade `A'. Complete all as specified and directed by Engr-In-Charge.
M&L for red moorum filling in road side berms not exc 15cm thick, spread levelled and rammed including watering. Complete all as specified and directed by Engr-In-Charge.
M&L for on site LLDPE septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc,complete all specified for 30 users and as per manufacturer instructions. Complete all as specified and directed by Engr-In-Charge.
M&L for on site LLDPE septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc,complete all specified for 25 users and as per manufacturer instructions. Complete all as specified and directed by Engr-In-Charge.
M&L for soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes RCC/DWC complete filled with brick bats of size 3.6 M dia X 4.50 M effective depth. Complete all as specified and directed by Engr-In-Charge.
M&L for Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes RCC/DWC complete filled with brick bats of size 2.4 M dia X 3.0 M effective depth. Complete all as specified and directed by Engr-In-Charge.
Excavation in trenches n'exc 1.5 m wide and n' exc 1.50 m deep for foundation etc or for shafts wells cesspits man hole pier holes etc n'exc 10 sqm on plan area and not exc 1.5 m depth and getting out hard /dense soil. Complete all as specified and directed by Engr-In-Charge.
M&L for brick work with sub class 'B' brick straight or curved on plan exceeding 6mtr mean radius, built in cm 1:6. Complete all as specified and directed by Engr-In-Charge.
M&L for plain cement concrete 1:2:4 type B1 using 20mm graded stone agregate as in benching /haunching or flooring. Complete all as specified and directed by Engr-In-Charge.
M&L for rendering in cement mortar(1:4), 15 mm thick on fair faces of brick work or concrete surface finished even and smooth without using extra cement. Complete all as specified and directed by Engr-In-Charge.
M&L for RCC 1:2:4 type B1 using 20 mm graded stone aggregate as in man hole cover slab. Complete all as specified and directed by Engr-In-Charge.
M&L for mild steel TMT bars 10 mm 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 0.9 mm dia.
M&L for 150mm bore reinforced concrete pipes, class NP2, laid and jointed with collars. Complete all as specified and directed by Engr-In-Charge.
M&L for plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in concrete bed to drain pipes 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested. Complete all as specified and directed by Engr-In-Charge.
Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25cm. Complete all as specified and directed by Engr-In-Charge.
Dismantling wall and ceilling boards (fibre, pulp, insulation, etc) or insulation boards/slabs/ blankets, any thickness, cover fillets etc.
M&L for 6mm thk Plywood, grade BWP, type BB fixed with screws to timber frame work on wall. Complete all as specified and directed by Engr-In-Charge.
M&L 6mm thk Plywood, grade BWP, type BB fixed with screws to timber frame work on ceiling. Complete all as specified and directed by Engr-In-Charge.
Dismantling of timber scantling 40 Sqcm and over in section in any position in unframed work. Complete all as specified and directed by Engr-In-Charge.
M&L for second class soft wood (Kail) clean swan timber fixed in scantling. Complete all as specified and directed by Engr-In-Charge.
All as per Ser item No 36 above but except timber. Complete all as specified and directed by Engr-In-Charge.
Dismantiling of timber fillets rails, posts rafter purlins etc under 40 Sqcm in section in any position in framed work.
S&F second class hardwood plain fillets square, rectangular in section exc 13 Sqcm & not exc 25 Sqcm. Complete all as specified and directed by Engr-In-Charge.
S&F second class hardwood plain fillets square, rectangular in section exc 6 Sqcm and not exc 13 Sqcm. Complete all as specified and directed by Engr-In-Charge.
Dismantling of boarding any description fixed in any position with nails. Complete all as specified and directed by Engr-In-Charge.
M&L for weather boarding of 2nd class softwood, clean sawn, plain, 20 mm thick or feather edged 15 mm to 20 mm thick and fixed with 30 mm laps. Complete all as specified and directed by Engr-In-Charge.
All as per Ser item No 42 above but except boarding Complete all as specified and directed by Engr-In-Charge.
S&F facia boarding of 2nd class soft wood planed one side with but joints 20mm thick and champhered one side and the boarding is matched. Complete all as specified and directed by Engr-In-Charge.
Taking down chowkats with shutters (without taking off shutters from the frame) exc 1.5 sqm but n.exc 4 sqm each
Taking down chowkats with shutters (without taking off shutters from the frames) n.exc 1.5 sqm each.
S&F 2nd class hard wood plain soild, straight chowkats and frame wrought, framed rebated on soild, rounded or chamfered, put together with pinned at joints. Complete all as specified and directed by Engr-In-Charge.
S&F 35 mm thick, 2nd class hardwood, plain, framed, pannelled shutters (any number of pannel) with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face venner; supplied and fitted to chowkats, Complete all as specified and directed by Engr-In-Charge.
S&F 35mm thick 2nd class hardwood glazed & skeleton shutter open rebated and prepared to receive glass or wire mesh gauge etc (without sash bars) edges of framings plain, chamfered or rounded, fitted with cut and mitred beads for securiny glass etc size of members of shutters as spd in SSR Part-II section 8 clause 8.23(b) Complete all as specified and directed by Engr-In-Charge.
S&F 30mm thick 2nd class hard wood glazed & skeleton window shutter open rebated and prepared to receive glass or wire mesh gauge etc (without sash bars) edges of framings plain, chamfered or rounded, fitted with cut and mitred beads for securiny glass etc size of members of shutters as spd in SSR Part-II section 8 clause 8.23(b)
S&F 100mm size MS butt hinges medium weight cold rolled complete all as specified and directed.
S&F 75mm size MS butt hinges medium weight cold rolled complete all as specified and directed.
S&F 150mm length aluminium anodised barrel tower bolts of extruded section complete all as specified and directed.
S&F 100mm length aluminium anodised barrel tower bolts of extruded section complete all as specified and directed.
S&F 150mm length aluminium anodised handle cast type complete all as specified and directed.
S&F 75mm length aluminium anodised handle cast type complete all as specified and directed.
S&F 250mm long aluminium alloy, anodised, sliding door bolts plate type stove enameled black with bright bolts not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple complete all as specified and directed.
S&F 300mm ordinary rat tail rod pattern springs including rooler and roller plate of mild steel
S&F 3.00mm thick sheet glass ordinary quality and glazing with oil putty or with wooden beads n.exc 0.5 sqm in each pane. Complete all as specified and directed by Engr-In-Charge.
S&F Galvanised mild steel wire cloth 0.63mm nominal dia of wire and average width of aperture 1.4mm and fixed with tinned tacks or glavanised wire staples.
S&F framed work such as grills gratings etc with end of bars shoulderd and or riveted or forged in to spikes framed guard bars, barred iron door/windows etc and similar work concorming to Fe-290 Gde E-165
Demolition of cement concrete in ground floor and paving n.exc 15cm thickness (below or above ground level) and removal from site complete all as specified and as directed.
M&L for PCC 1:2:4 type B1 25mm thick (20mm graded aggregate) as in floors etc. Complete all as specified and directed by Engr-In-Charge.
M&L for kota stone slabs, 20mm to 25mm thick, machine cut as in flooring of size not less than 0.25 Square metre each, set and jointed in cement slurry and pointed in cement mixed with pigment to match the shade of slab laid over & including screed bed of 15 mm thick in cement mortar (1:4) including rubbing, cutting and polishing (mirror type), Complete all as specified and directed by Engr-In-Charge.
M&L 75mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in plinth protection and similar works including finishing the surface of concrete topping even & fair, without using extra cement ,Complete all as specified and directed by Engr-In-Charge.
M&L for chequerd cement concrete tiles 20cmx20cm x20 mm thick, set jointed and pointed in neat cement slurry with grey cement and pigments machine pressed in floors including screed bed 15mm thick in CM 1:4. Complete all as specified and directed by Engr-In-Charge.
Dismantling of plain/corrugated steel sheeting, any gauge or thickness including Nainital or similar pattern roof covering. Complete all as specified and directed by Engr-In-Charge.
S&F mild steel plates wind ties for roof incl securing bolts and work confiring to Fe-290 Gde E-165. Complete all as specified and directed by Engr-In-Charge.
M&L for tubular curtain rails 20mm dia of aluminium anodised in repairs. Complete all as specified and directed by Engr-In-Charge.
Material and labour, preparation of new wooden surfaces of any description, not otherwise described, over 10cm width or girth, applying two coats of synthetic enamel paint over one coat of pink primer, Complete all as specified and directed by Engr-In-Charge.
M&L for preparation of old painted surface of steel , not otherwise described over 10 cm width or grith two coats of synthetic enamel paint. Complete all as specified and directed by Engr-In-Charge.
M&L for preparation of old painted surfaces of any descriptoin, not otherwise described, over 10cm witdth or girth and applying two coat of synthetic enamel paint on wooden surfaces.
Taking down cement or lime plaster of any description from stone or brick walls etc including raking out joints, hacking for key scrubbing down with water and disposing off the rubbish materials where directed at low lying areas in defence land complete all as specified and directed.
Material and labour, preparation of new plastered or unplastered surfaces of walls and applying two coats of cement based paint, and removal of rubbish off the premises upto a distance not exceeding 50metres, complete all as specified and as directed.
M&L for preparation surfaces, plastered or unplastered old surfaces on wall and applying two coats of cement base paint. Complete all as specified and directed by Engr-In-Charge.
S&F 4mm dia plain mild steel wire, galvanised class 3 for securing mosquito nets and fixing to, straining bolts, hooks, eyes etc (each line of wire to be measured) Complete all as specified and directed by Engr-In-Charge.
m/s mohd rafiq lone
M/S GHULAM HASSAN MALIK
M/S HAJI MOHD ASHRAF SUMJI
M/S GHULAM QADIR WANI AND SONS
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.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 .