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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹27.8 L+₹8.1 L (41.1%)Rejected-Finance 1432 2 UDAI NAGAR NO 2 POST OFFICE JABALPUR MP 482009 | JABALPUR | MADHYA PRADESH | 482009 | L2 | Rejected-Finance Second highest amount quoted | |
| 3 | L3₹31.1 L+₹11.4 L (57.9%)Rejected-Finance R O 24 GOKALPUR MAIN ROAD JABALPUR MP 482001 | JABALPUR | MADHYA PRADESH | 482001 | L3 | Rejected-Finance Third highest amount quoted | |
| 4 | L5₹51.7 L+₹31.9 L (162.1%)Rejected-Finance 2284 30 BAJRANG NAGAR VFJ ESTATE JABALPUR 482009 | JABALPUR | MADHYA PRADESH | 482009 | L5 | Rejected-Finance Highest amount quoted |
Tender Value
₹28.4 L
EMD Value
₹56,720
Closing Date
2 May 2024, 6:00 pmClosed
Garrisong Engineer (P) No 1 Jabalpur
Garrisong Engineer (P) No 1 Jabalpur
REPAIR OF PATH, DRAIN, CULVERT, COMPUND WALL, GATE JAFARI WALL ETC OF RESTRICTED AND UNRESTRICTED AREA OF AQAW(A), NAI, SQAE (A) and LPR, QAE(ME), SQAE(L), CQA (OFV), CQA(W) OF DGQA UNIT UNDER GE (P) NO 1 JABALPUR
2024_MES_648397_1
8474/KH/E8
Open Tender
Civil Works
Item Rate
180 days
GE (P) No 1 Jabalpur PIN - 482005
D a (v)
7 documents required · 7 mandatory
₹500
GE (P) No 1 Jabalpur
₹56,720
8 Jul 2024
30 Mar 2024
4 May 2024
30 Mar 2024
2 May 2024
13 Apr 2024
30 Mar 2024 - 6 Apr 2024
Amount
RESTRICTED AREA Demolition of cement concrete un reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.
Demolition of cement concrete reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.
M&L100 mm thick PCC 1:4:8 type type D2 as in floors as sub base in patches all as specified and directed by Engr-in-charge.
M&L for PCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, lintel band, plinth courses etc and similar work including Broken glass coping on top of walls necessary form work complete all as specified and directed.
M&L for PCC 1:2:4 B-2 Type using 20 mm graded stone aggregate Cement concrete in surface channels and drains
M&L for Formwork 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 batter
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.
M&L for precast cement concrete louvres and jallies, 35mm thick (mea sured solid), including all mould- ings including necessary work complete all as specified and directed.
M&L for RCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in slab supported on wall, beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work complete all as specified and directed.
M&L for RCC 1:2: 4 B-1 20 mm aggregate as Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass
M&L 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.
M&L Fromwork to Soffiting of Suspended slab such as roof slab,floor slabs landing and similar work not exceeding 200 mm thickness as directed by Engr-in-Charge
M&L for colour rubber moulded Chequered cement concrete tiles 32cm x 20cm x30mm thick set, jointed and pointed in neat cement slurry in floors with white cement and pigments complete.
M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed
Dismantling of interlocking tiles over laid dry of any description or thickness in floors, aprons etc. complete all as specified and directed by Engr-in-charge.
M&L for Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade all as specified and directed
M & L for Stone kerb of roughly squared stones of size 20cm x 30cm, all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flush
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 Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.
Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water 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 15 mm thick rendering in CM 1:4 on external surfaces of walls & top surfaces of chajja/roof/ceiling mixed with liquid water proofing compound as per manufacturer's instn surface finished even and smooth without using extra cement.(WPC shall be measured and paid seperat
Material & Labour preparation of New/old plastered or un-plastered surface including brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots remove complete existing surface up to mother surface approved by GE than applying two coat of cement base paint on walls complete all as specified and directed.
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.
Demolition & breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in CM Internal dia of pipe 150 mm
Demolition & breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in CM Internal dia of pipe 300 mm
Demolition & breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in CM Internal dia of pipe 300 mm
M & L Cement concrete 1:4:8 type D2 150 mm bore for concrete bed to drain pipes including packing under ,and haunching against the side of pipes
M & L Cement concrete 1:4:8 type D2 300 mm bore for concrete bed to drain pipes including packing under ,and haunching against the side of pipes
S & F reinfored concrete pipes , 150 mm bore class NP2 laid Jointed complete with collars.
S & F reinfored concrete pipes , 300 mm bore class NP2 laid Jointed complete with collars.
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.
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 not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engr-in-charge.
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 for chain link MS Galvanised fencing of 3mm dia of wire & aperture 75 x 75mm including line wires straining bolts etc. rails & binding wire including dismantling old chain link fencingcomplete all as specified and as directed.
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
S&F, Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled andcountersunk forbalusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts
Material & Labour preparation of New/old plastered or un-plastered surface including brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coat of white wash on walls complete all as specified and directed.
M&L for precast cement concrete louvres and jallies, 35mm thick (mea sured solid), including all mould- ings including necessary work complete all as specified and directed.
M&L two coat of syntetic enamel paint over New/old steel surface of any description over 10cm in width or grith not otherwise described over one coat red oxzide primer incl preparation of surfaces complete.
M&L for PCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, lintel band, plinth courses etc and similar work including Broken glass coping on top of walls necessary form work complete all as specified and directed.
S&F in repair Punched Tape concertina coil (including spike and handle) with 50 turns and dia 915mm having a core wire of high carbon spring steel of high tensile strength. The punched tape and core wire (2.6+0.035mm dia) are electro galvanised to provided protection against out door exposure. The punched tape is mechanically crimped over the core wire and then formed into a coil at various parts of the periphery of the coil steel clips total 129 nose per coil spaced to connect the individual turns of the coil to each other so that it opens up like an accordion The width of strip as 19mm and spacing of blades 24.00+0.5 mm C/C the weight of each coil will be 15.2+5% kgs without packing material and coil length 15mtr wen opened up with an effective height 915mm Each coil wound with bituminized hessain cloth for providing protective packing.Complete all as specified and directed by Engineer-in-Charge.
UNRESTRICTED AREA 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.
Demolition of cement concrete un reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.
Demolition of cement concrete reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.
M&L100 mm thick PCC 1:4:8 type type D2 as in floors as sub base in patches all as specified and directed by Engr-in-charge.
M&L for precast cement concrete louvres and jallies, 35mm thick (mea sured solid), including all mould- ings including necessary work complete all as specified and directed.
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 not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface
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 & Fixing 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
S&F, Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
M&L for PCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, lintel band, plinth courses etc and similar work including Broken glass coping on top of walls necessary form work complete all as specified and directed.
M&L for PCC 1:2:4 B-2 Type using 20 mm graded stone aggregate Cement concrete in surface channels and drains complete all as specified and directed by Engr-in-charge.
M&L for Formwork 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 batter
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.
M&L for RCC 1:2: 4 B-1 20 mm aggregate as Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass
M&L TMT bar 8 mm dia 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 colour rubber moulded Chequered cement concrete tiles 32cm x 20cm x30mm thick set, jointed and pointed in neat cement slurry in floors with white cement and pigments complete.
M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed
Dismantling of interlocking tiles over laid dry of any description or thickness in floors, aprons etc. complete all as specified and directed by Engr-in-charge.
M&L for Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade all as specified and directed
M & L for Stone kerb of roughly squared stones of size 20cm x 30cm, all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flush
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 Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.
Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water 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
Material & Labour preparation of New/old plastered or un-plastered surface including brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots remove complete existing surface up to mother surface approved by GE than applying one coat of cement base paint on walls complete all as specified and directed.
Material & Labour preparation of New/old plastered or un-plastered surface including brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying two coat of white wash on walls complete all as specified and directed.
M&L 15 mm thick rendering in CM 1:4 on external surfaces of walls & top surfaces of chajja/roof/ceiling mixed with liquid water proofing compound as per manufacturer's instn surface finished even and smooth without using extra cement.(WPC shall be measured and paid seperat
M&L two coat of syntetic enamel paint over New/old steel surface of any description over 10cm in width or grith not otherwise described over one coat red oxzide primer incl preparation of surfaces complete.
M&L for PCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, lintel band, plinth courses etc and similar work including Broken glass coping on top of walls necessary form work complete all as specified and directed.
Schedule of credit amount of Rs 117662.40 to be deducted during AOC.
M/S RAJ BUILDERS
m/s R K SETHI
SHRI KRISHNA CONSTRUCTIONS
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