Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.4 LAccepted-AOC | L1 | Accepted-AOC Lowest amount quoted | |
| 2 | L2₹39.7 L+₹38,054 (0.97%)Rejected-Finance 403 NARSINGH NAGAR RANJHI JABALPUR MP PIN 482005 | JABALPUR | JABALPUR | MP | 482005 | L2 | Rejected-Finance Second lowest amount quoted | |
| 3 | L3₹40.5 L+₹1.2 L (2.95%)Rejected-Finance | L3 | Rejected-Finance Third lowest amount quoted | |
| 4 | L4₹43.0 L+₹3.7 L (9.34%)Rejected-Finance | L4 | Rejected-Finance Fourth lowest amount quoted | |
| 5 | L5₹43.0 L+₹3.7 L (9.45%)Rejected-Finance 968 BAPOO NAGAR RANJHI JABALPUR MP PIN 482005 | JABALPUR | MADHYA PRADESH | 482005 | L5 | Rejected-Finance Fifth lowest amount quoted |
Tender Value
Refer Docs
EMD Value
₹96,500
Closing Date
26 Nov 2022, 6:00 pmClosed
Shri Dhiraj Kumar, IDSE, EE
Garrison Engineer (East), Near COD Estate, Ranjhi, Jabalpur (MP)-482011
SPL REPAIR OF DRAIN NEAR BLDG NO 197, 199, 200 AND P-202 OF DOUBLE STOREY AND PROVN OF CONNECTING DRAIN OF BEHIND BLDG NO T-12 TO T-18 AT 506 ABW AND OTHER SANCTIONED WORKS AT 506 ABW AND COD UNDER AGE BR-II OF GE (EAST) JABALPUR
2022_MES_557125_1
8495/E8
Open Tender
Civil Works
Item Rate
270 days
Garrison Engineer (East) Jabalpur
D a (i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (East) Jabalpur
₹96,500
Yes
17 Jan 2023
28 Oct 2022
28 Nov 2022
28 Oct 2022
26 Nov 2022
12 Nov 2022
28 Oct 2022 - 4 Nov 2022
Amount
Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n exc 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface.
Excavation in trenches n exc 1.5m wide and n exc 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc n exc 10 sqm on plan and n exc 1.5m depth in any type of soil etc complete all as specified and directed.
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.
M&L for PCC 1:3:6 type D2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for PCC 1:2:4 Type B2 (Using 40 mm graded stone aggregate) in pilasters, buttresses columns pillars, boundary pillars etc in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases).
M&L Brick work with fly ash bricks, straight or curved on plan exc 6 m mean radius, built in CM (1:6) complete all as specified and directed.
M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:6 and to be finished even and smooth without using extra cement complete all as specified and directed.
M&L for precast cement concrete type BO, 1:2:4 (12.5 mm graded aggregate) louvres and jallies, 35mm thick (mea sured solid), including all mouldings including set in CM 1:4 necessary work complete all as specified and directed.
S&F Mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., conforming to Fe 410-0 or Fe 310-0
S&F Mild steel screw bolts 12mm dia (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt n exc 10cm.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire.
M&L for Mild Steel round bar 10 dia & over and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.
Supply only Chain link MS galvanised fencing, any size or type.
M&L RCC Type B1(1:2:4) using 20 mm graded aggregate in beams, cantilevers, bressummers lintels over 1.5 m span.
M&L for Mild Steel TMT bar 10 mm dia & over and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.
M&L for Mild Steel TMT bar 5 mm dia & over and incl 10 mm dia in stirrups, spacers and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.
M&L Fromwork to sides and Soffiting of floor beams, beam hauchings griders, bressummers lintels cantilever, shelves including supports, overhangs, etc also splays between floors and beams etc rough finshed surface of concrete flat. as directed by Engr-in-Charge.
Preparation of new plastered or un-plastered surface and applying two coat cement base paint over one coat primer walls complete all as specified and directed.
M&L two coat of syntetic enamel paint over new steel surface of any description over 10cm in width or grith not otherwise described over one coat red oxide primer including preparation of surfaces complete.
M&L two coat of syntetic enamel paint over new steel surface of any description n exc 10 cm in width or girth not otherwise described over one coat red oxide primer including preparation of surfaces complete.
Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed.
Removal of excavated materials n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting points etc complete all as specified and directed.
S&F PVC(SWR) pipe 110 mm bore single socketed, in any length laid in weep hole trenches or in floors.
Dismantling post or struts (wood, steel, RCC) embeded in concrete any section, including taking out embeded portion and making good distrurbed ground.
Dismantling fencing wire mesh, any type.
Exacavtion over areas, n exc 1.5 m deep and getting out for foundation and getting out in soft/loose soil.
M&L for Hardcore of broken stone or boulders gauge n exc 63mm, deposited spread levelled in layers n exc 15 cm thick, watered and rammed to a true surface.
M&L PCC (1:4:8) Type D-2 using 40 mm graded stone aggregate in foundations, mass concrete complete.
M&L for Fire brick work in linings to fire places, flues, etc. (other than in chimney shafts), set, jointed CM 1:6 and pointed in fireclay.
M&L Raking out joints/ pointing to brick work in walls CM 1:3 or to bricks on edge in floors, surface channels, roofs, etc complete all as sepecified and directed.
M&L for PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate in cast in situ in lintels up to 1.5 m span cills and other similar bands plinth courses, parapets copping, bed plate water troughs and like including weathering slighty rounded or chamfered angles and throating as directed including use and waste of from work.
M&L for Mild Steel TMT bar 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.
S&F chimeny bars (straight or camber) bearing bars tongues or water for window frames window guard bars plain let in and fixed independently in wooden frames L or T section supports for shelves etc and similar articles conforming to Fe 290 Gde E-165.
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 railing framework of watertanks and similar work conforming to Fe-290 Gde E-165.
S&F 6mm thick mild steel plain black sheet in wall cladding, steel gates and similar work, cut to size holes punched, including round headed screws, clout nails or rivets and fixed to wood or steel framing with plains 40 mm lap joints with riveted or welded seams, including holdfast of shuuter bending or turning up mitred angles etc as required.
S&F Butt hinges 100 mm, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed with welding complete all as sepecified and directed.
S&F 150 mm long Mild steel pressed handles, oval type, stove enamelled black.
M&L Surfaces of Heat resisting paint any description wood,steel, iron, concrete, brick, stone, etc exceeding 10cm in width or girth.
Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed.
M&L for 100 mm thick Cement concrete type D-2, 1:4:8, using 40mm graded stone aggregate in Flooring /hard standing and finishing the concrete surface even and fair without using extra cement.
Sand filling under floors or in foundation including watering and consolidation
M&L for machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade.
M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded crushed stone aggregate as in landings, cover slab (for Drain etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed. Note : (a) Curing tank should be construeted 4 x 4 x.9 m at site. (b) Steel from work must be used for casting. (c) PCC Platefrom must be construction at site. (d) TMT bar shall be paid separately under relevant items here-in-before.
Excavation in treanches n exc 1.5m wide and n exc 1.5m in depth for foundation, etc or for shafts, wells exc 10 sqm on plan and getting out soft soil complete.
Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc.
Demolition of cement Concrete ( Un-reinfored) in gound floor n exc 15 cm thick.
Moorum/red bajri filling in floors or pavings, laid in layers n exc 15 cm thick, spread, levelled and rammed including watering.
Supply, laying and joint 450 mm nominal dia HDPE double stone wall corrugated pipe hevay duty as drain lintel other similar work in trenchless excavation to roads, path etc, in any type of strata without disturbing top surfaceby means complete all sepcified and directed.
M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed. Note :- Re-inforcement shall be measured and paid separately.
M&L Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter in rough finish surface.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter in rough finish surface.
M&L RCC M-25 Desgin mix Walls, using 20mm graded ston retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses.
M&L RCC M-25 Desgin mix, using 20mm graded Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete.
All as per srl Item No 53 here-in-before but 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders.
M&L for 75 mm thick Cement concrete type D-2, 1:4:8, using 40mm graded crushed stone aggregate in sub base of hardstanding.
M&L for PCC 1:2:4 B-2 type using 20 mm graded curshed stone aggregate Cement concrete in surface channels and drains.
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 200 mm and above internal dia of pipe complete all as specified and directed.
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 300 mm and above internal dia of pipe complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded crushed stone aggregate complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 300 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
S&F reinfored concrete pipes, 200 mm bore class NP2 laid Jointed complete with collars.
S&F reinfored concrete pipes, 300 mm bore class NP2 laid Jointed complete with collars.
Demolition & breaking up drain pipes (Salt glazed ware, AC or Re-inforced concrete) set in CM Internal dia of pipe 450 mm.
M&L Cement concrete 1:4:8 type D2 450 mm bore for concrete bed to drain pipes including packing under, and haunching against the side of pipes.
S&F reinfored concrete pipes, 450 mm bore class NP2 laid Jointed complete with collars.
M&L for Precast cement concrete block soild blocks PCC 1:2:4 type B-1 using 20 mm aggregated masonry with exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed.
Schedule of credit amount of Rs. 85,800.00 to be deducted during AOC
LAL SINGH & SONS
MAYANK CONSTRUCTIONS
M/S Chandrakant Sonkar
M/S N K SONKAR
G S CONTRUCTIONS
R R VISHWAKARMA 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 .