Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-AOC | L1 | Accepted-AOC Lowest Tenderer | |
| 2 | L2₹21.5 L+₹2.8 L (14.7%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest tenderer | |
| 3 | L3₹22.7 L+₹4.0 L (21.4%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest tenderer | |
| 4 | L4₹24.0 L+₹5.3 L (28.5%)Rejected-Finance QTR NO 7 REHARI COLONY JAMMU TAWI J K PIN 180005 | JAMMU | JAMMU AND KASHMIR | 180005 | L4 | Rejected-Finance Being other than lowest tenderer | |
| 5 | L5₹24.5 L+₹5.8 L (30.9%)Rejected-Finance | L5 | Rejected-Finance Being other than lowest tenderer |
Tender Value
₹27.1 L
EMD Value
₹54,100
Closing Date
23 Jan 2020, 6:00 pmClosed
GE Nagrota
Office complex of GE Nagrota
Provn of tilling, interlocking paver block, hard standing, false ceiling and other certain minor and revenue work under AGE BR-II at Nagrota under GE Nagrota.
2019_MES_309155_1
GEN-35/219-20
Open Tender
Civil Works
Item Rate
180 days
Nagrota
As per NIT
8 documents required · 8 mandatory
₹500
GE Nagrota
₹54,100
Yes
13 Feb 2020
24 Dec 2019
28 Jan 2020
24 Dec 2019
23 Jan 2020
7 Jan 2020
26 Dec 2019 - 31 Dec 2019
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep in any type of soil, complete all as specified and directed.
M & L for PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as foundation filling and mass concreate, complete all as specified and directed.
M & L for 75mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) a in sub base, finished even rough, complete all as specified and directed.
M & L for 100mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) a in sub base, finished even rough, complete all as specified and directed.
M&L for PCC 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in copings, pllinth course, damp proof course, bed blocks, benching, PCC cills and similar items, complete all as specified and directed.
M&L for 25 mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as a sub base finished even and smooth, complete all as spd and directed
M&L for 40mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in floor finished concrete surface even and smooth, complete all as spd and directed
M&L for 75mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in floor finished concrete surface even and smooth, complete all as spd and directed
M&L for 100mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in floor finished concrete surface even and smooth, complete all as spd and directed
M&L for 50mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in floor finished concrete surface even and smooth, complete all as spd and directed
M&L for 100mm thick PCC 1:2:4 type B-2 (using 40mm graded crushed stone aggregate) as in floor finished concrete surface even and rough, complete all as spd and directed
M&L for hard core of broken stone or boulder n exc 63 mm, deposited, spread and levelled in layers n exe 15 cm thick, watered and rammed to a true surface, complete all as specified and directed.
M&L for hard core of broken bricks boulder n exc 63 mm, deposited, spread and levelled in layers n exe 15 cm thick, watered and rammed to a true surface, complete all as specified and directed.
M&L for hard core of broken stone or boulder n exc 63 mm, deposited, spread and levelled in layers n exe 15 cm thick, watered and rammed to a true surface with using power roller 8 to 10 ton capacity, complete all as specified and directed.
M&L for 60mm thick cement concrete interlocking paver block, set, jointed and pointed in neat cement slurry (with gery cement and pigment) as in floors over and including 60mm thick sand coushion, complete all as specified and directed.
Taking down chowkat with shutter (without taking off shutter from the frame) not exceeding 1.5 sqm each and removing from site (wood or steel), complete all as specified and as directed at site.
Taking down chowkat with shutter (without taking off shutter from the frame) exceeding 1.5 sqm but not exceeding 4 Sqm each and refixing in the same opening, complete all as specified and as directed at site.
Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground levels), complete all as specified and directed.
Demolition of brick work / stone masonry built in cement mortar or cement lime mortar including all quoins ,arches , pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles, complete all as specified and directed.
Taking down cement plaster on brick or stone walls etc including raking out joints hacking for key scrubbing down with water etc, complete all as specified and directed.
S& F 15 mm bore dia steel water tubing, medium grade, glavanished iron with all fittings fixed to walls or ceilling or laid in floors including taking down old steel water tubing, complete all as specified and directed.
S& F 20 mm bore dia steel water tubing, medium grade, glavanished iron with all fittings fixed to walls or ceilling or laid in floors including taking down old steel water tubing, complete all as specified and directed.
S & F factory made solid PVC moulded door shutter 28 to 30 mm thick (stiles) with 2, 4 or 6 raised panel design with 2 mm thick moulded PVC sheet on front face and 2 mm plain colour PVC sheet on back face, complete all as specified and directed.
Box type Steel ventilators top hung double shutters (inside for wire mesh & out side for glass), including hinges, steel handle, tower bolt and steel peg stay complete with glazing bar dovetailed or welded including a coat of red oxide after preparation of surface before fixing.Steel window shall be conforming to relevant IS, complete all as specified and directed. Note : Wire mesh and sheet glass shall be measured and paid separteley.
Prepration of new or previously steel surfaces any description, not otherwise described 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.
Prepration of wood or wooden based new or previously untreated surface of any description, over 10 cm width or gridth and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and directed.
Prepariton of newly plastered or unplastered surfaces of walls and applying 1 mm wall putty and applying two coats of exterior emulsion paint (Apex) over a coat of primer, complete all as specified and directed.
S&F of framed work as in door (as in chowkats) or gates of angle or other section with guest plates rails, braces rail etc exclusive of steel sheeting or other covering hanging also fastening and fixing comforming to Fe-410-0 or Fe-310-0 including shop coat of red oxide including preparation of surface before fixing, complete all as specified and directed.
S & F 125 mm aluminium anodised barrel tower bolt of extruded section and fixed, complete all as specified and directed.
S & F 200mm aluminium anodised barrel tower bolt of extruded section and fixed, complete all as specified and directed.
S & F 125 mm Mild steel pressed handle oval type stove enameled black, complete all as specified and directed.
S & F 100 mm long butt hinges, medium weight, cold rolled mild steel, complete all as specified and directed.
S & F 3.00 mm thick Sheet glass ordinary quality and glazing with oil putty and pin(steel spring for fixing glass) in square n exc 0.5 Sqm in each pane, complete all as specified and directed.
S & F 3.00 mm thick Sheet glass ordinary quality and glazing with oil putty and pin(steel spring for fixing glass) in square n exc 0.5 Sqm in each pane including hacking out old glass panes, complete all as specified and directed.
S & F Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm dia and fixed with tinned tacks or galvanised mild steel staples, complete all as specified and directed.
S & F Galvanised mild steel wire cloth 0.457 mm nominal dia of wire and average width of aperture 1.18 mm dia and fixed with tinned tacks or galvanised mild steel staples, complete all as specified and directed.
M&L for 50 mm thick cement concrete 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in plinth protection and ramp etc finished even and fair, complete all as specified and as directed.
M&L for cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and as directed.
M&L for 75 mm thick cement concrete 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in sub base finished even and rough, complete all as specified and as directed.
M&L brick work with sub class 'B' bricks in 1:4 cement mortar on straight or curved on plan n. exc 6 m , complete all as specified and directed.
M&L brick work with sub class 'B' bricks in 1:6 cement mortar on straight or curved on plan n. exc 6 m , complete all as specified and directed.
S & F 100 mm dia bore Cast iron waste and vent pipes sand cast in any length with or without ears with cement joints laid in floors or fixed to walls with all fittings includign taking down the unservicable pipe with fitting, complete all as specified and directed.
S & F 100 mm bore CI bends any radius, complete all as specified and directed.
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth without using extra cement, complete all as specified and directed.
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 with using WPC (WPC to be measured and paid separately) finished even and smooth without using extra cement, complete all as specified and directed.
M & L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth without using extra cement, complete all as specified and directed.
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement, complete all as specified and directed.
M & L for Glazed ceramic coloured printed tiles (first quality) of size 350 mm x 250 mm x 7 mm/300 mm x 200 mm x 7 mm thick as in vertical surface, dado/skirting, over and including 10 mm thick screed bed in CM 1:4, complete all as specified and directed.
M & L for Glazed ceramic coloured printed tiles (first quality) of size 350 mm x 250 mm x 7 mm/300 mm x 200 mm x 7 mm thick as in vertical surface, dado/skirting, over and including 10 mm thick screed bed in CM 1:4 including dismantling existing tiles, complete all as specified and directed.
M & L for Non-skid ceramic coloured tiles 7 to 8mm thick area of each tile exceeding 0.11 sqm but n exc 0.18 Sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed or beddding layer of CM 1:4, complete all as specified and directed.
M & L for Non-skid ceramic coloured tiles 7 to 8mm thick area of each tile exceeding 0.11 sqm but n exc 0.18 Sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed or beddding layer of CM 1:4 including dismantling existing tiles complete all as specified and directed.
M & L for preparation of new plastered or unplastered surfaces of walls and applying two coats of white wash, complete all as specified and directed.
Preparation of new plastered surfaces of wall and applying two coats cement base paint over a coat of white wash, complete all as specified and directed.
S&F in repair 15 mm bore stop/angle valve fancy type , cromimum plated with long shank(concealed type) cast copper alloy screwed down high pressure a handle screwed both ends for iron pipe or union, complete all as specified and directed.
S&F in repair 10 Ltr capacity PVC low level cistern 10 ltrs capacity valve less syphone action type with PVC long bend 32mm dia, complete all as specified and directed.
S&F in repair Viterous china squatting any type pan Orrisa pattern long pan size 580mm x 440mm white with P or S trap, front and Integral foot rests any pattern excluding flushing cistern and flushing pipe, complete all as specified and directed.
S & F PVC connection 15mm size with PTMT nuts with length 450mm long, complete all as specified and directed.
S&F in repair 15mm bore dia Fancy type, Bib taps brass cast copper alloy chromium plated CP Body ( long body ) screwed down ,screwed down for iron pipe or for brass ferrule, complete all as specified and directed.
Excavation in post holes (or similar holes) each n exc 0.5 cum, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft soil, complete all as specified and directed.
M&L for mild steel rolled work as in 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. , conforming to grade Fe 410-S, complete all as specified and directed.
S& F 0.63mm thick galvanized corrugated mild steel sheeting with two corrugation side lap and 15cm end lap fixed with'L' type or 'J' type hook bolt (08mm dia) complete all as specified and as directed of class VIII.
Excavation 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 any type of soil, complete all as specified and directed.
Returning, filling in including spreading, leveling, watering and well ramming in layers n.exc 25cm complete in any type of soil,complete all as specified and directed by Engineer-in-Charge.
Removing surplus soil to a distance not exceeding 50m and deposited where directed at a level not exceeding 1.50m from the starting point, complete all as specified and directed.
Roughining surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc including brushing neat cement slurry with 3.0 kg of cement per sqm, complete all as specified and directed.
Supply only liquid water proofing compound, complete all as specified and directed.
Supply only integral water proofing compound, complete all as specified and directed.
Preparation of newly plastered surfaces of walls and applying two coats of oil bound distemper coat of coat of wall putty 2 to 3 mm thick, complete all as specified and directed.
Box type steel window side hung double shutters with provision for desert coller/AC (Inside for wire mesh & outside for glass), including guard bar hinges, steel handle, tower bolt and steel peg stay complete with glazaing bar dovetailed for welded and fixed steel window shall be conforming to relevant IS complete all as shown on drawing No CEUZ/TD/1302/09, Sh 1/3 to 3/3 including taking down of existing steel windows, complete all as specified and directed. Note : Wire mesh and sheet glass shall be measured and paid separately.
M & L for continous brick edging with width equal to the width of brick, laid dry on end vertically, complete all as specified and directed.
Pressed steel door frame of size 125 mm x 60 mm with one or more rebates using 1.25 mm thick sheet including necessary fixing lugs, lock strike plate including one shop coat of zinc chromate primer, complete all as specified and directed.
S & F 35 mm thick second class hard wood factory made plain, framed, panelled shutters (two numbers of panels) with lock rail and panel of 9 mm BWP commercials ply or 12 mm veneered particle board on both faces. The size of rails and size as per IS:1003 (Part-I), Kiln seasoned & chemically pressure treated, complete all as specified and directed.
S & F 35 mm thick second class hard wood factory made glazed and skelton shutters, open rebated and prepared to receive glass, gauge, etc. (without sash bars), edges of framing plain, chamered or rounded, fitted with cut and mitred beads for securing glass, etc. Size of memebers of shutters as specified in SSR Part-I, Section 8, clause 8.24 (a) for doors, complete all as specified and directed.
300 mm mild steel oridinary rat tail rod pattern springs including roller and roller plates, complete all as specified and directed.
S & F 150 mm aluminium handles cast type anodized, complete all as specified and directed.
S & F 125 mm aluminium handles cast type anodized, complete all as specified and directed.
S & F 300 mm long aluminium sliding door bolts clamps type (ISI marked) with bright bolt not less than 12 mm dia with and including a minimum of 6 bolts and nuts, four on bolt plates and two on staple plate, complete all as specified and directed.
S & F 250 mm long aluminium alloy, anodized sliding door bolt with hasp stapple ( bolt type) and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy and fixed, complete all as specified and directed.
S & F mild steel 150 mm long helical door springs including roller and roller plate complete and necessary welding required, complete all as specified and directed.
M&L for Cement concrete interlocking pre-polished tiles macine pressed 30cm x 30cm x 25 mm thick, set, jointed and pointed in near cement slurry (with grey cement and pigment) as in floors, over and including 20 mm thick screed bed in cement concrete 1:4, complete all as specified and directed.
S & F suspended false ceiling system using E Grind suspended ceiling Grid System, Grid size 600 mm x 600 mm with and including GI frame work of main runners 38 mm x 24 mm cross Tee 28 mm x 24 mm and wall angle 24 mm x 24 mm hot diped galvanised steel with Zinc coating not less than 120 gm/Sqm using 6 mm thick E Board classic, ISI Marked IS-14862-2000 to be placed in grid suspended ceiling grid system duly suspended by 4 mm dia GI bar hangers from existing purlins to roof with butterfly clips, complete all as specified and directed.
Mild steel 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 and similar work con- forming to Fe.290.Gde-E-165, complete all as specified and directed.
M & L for Cement concrete 1:5:10 Type E-2 (using 40 mm graded crushed stone aggregate) in foundations, filling, sub base and mass concrete, complete all as specified and directed.
S & F rolled mild steel work in tubular trusses including special washer etc, using ERW or induction butt welded tubes confirming to IS 1161-1979 grade ST-240, complete all as specified and directed.
Box type Steel windows with double shutters (inside for wire guage i.e. without glazing bars and outside for glazed window i.e. with glzzing bars), including guard bar,hinges, steel handle, tower bolt and steel peg stay complete with glazing bar dovetailed or welded including a coat of red oxide after preparation of surface before fixing steel window and shall be conforming to relevant IS-1038), complete all as specified and directed.
S & F prepainted galvatume zluminium zinc coating GI based semi corrugated/profile steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof coveing/cladding to wall fixed with self tapping screws/L-type or J-type or cranked hook bolts in lieu of screw as per manufacturer instruction, complete all as specified and directed.
M&L Mild steel work as in wind tie mild steel flat for roof including scecuring bolt, complete all as specified and directed.
Forming contraction (Dummy) joinint 65 mm deep x 10 mm wide filled with sealing compound of grade 'A'
Add or diduct from item No 88 here-in-before for every 5 mm depth of joints over or under.
Deduction to be made from BOQ for schedule of credit (Sch 'A' Part - II Amount of Rs. 11040.00 during AOC Note:- Tenderers shall not quote for this Schedule
R.K. Works
M/S STAR CONSTRUCTIONS
Hare krishna engineering const.
M/s Pee Kay Enterprises
M/S MANISHA BUILDERS
M/S R S CONSTRUCTION CO
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 .