Chhattisgarh Medical Services Corporation Limited Tender
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Chhattisgarh Medical Services Corporation Limited - CGMSC Tender
Coronavirus COVID 19
Opening Date10 Oct 2019
Closing Date15 Oct 2019
Tender Amount₹ 13,62,000
Costs
EMD
₹ 14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
57361Bid Award Id
ViewTender No
57361Tender Authority
Chhattisgarh Medical Services Corporation Limited ViewPurchaser Address
-Website
http://http://cgmsc.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Column pit F1
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ITEM NO. 1.2
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Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).
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ITEM NO. 1.6
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Extra for every additional lift of 1.5 m or part thereof.
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1.6.2) All types of soil
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Coulmn pit F1
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47.5
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ITEM NO. 1.17
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Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.
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Qty 75% of item 1
60.79
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65
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ITEM NO. 1.18
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Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
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Filling at below Mentioned floor area
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MORGUE
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HALL
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WAITING HALL
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TOILET
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PLATFORM
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ENTRY PLATFORM
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RAMP
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ITEM NO. 2.1
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Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
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2.1.1) Foundations, footings, base of columns and plinth beam in any shape and size.
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FI
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Col Caping C1
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Plinth Beam
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Horizontal direction
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A1-A2,B1-B2,C1-C2
1.44
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A2-A3, B2-B3, C2-C3
1.49
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A3-A4, B3-B4, C3-C4
1.49
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Vertical direction
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A1-B1, A2-B2, A3-B3, A4-B4
2.3
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B1-C1, B2-C2, B3-C3, B4-C4
2.3
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2.1.4) Edge of slab, breaks in floor and walls upto 200mm
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Platforms sides
12
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waiting hall sitting
3.6
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2.1.7) Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
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Roof slab
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MORGUE
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HALL
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WAITING HALL
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TOILET
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WAITING HALL SITTING
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2.1.8) Beams, lintels, cantilevers & walls
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Lintel Beam
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D1
1.24
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D1-D2
1.24
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D2
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W/V1
1.2
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G.F. Slab Beam
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Horizontal direction
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A1-A2,B1-B2,C1-C2
7.2
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A2-A3,B2-B3,C2-C3
7.44
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A3-A4,B3-B4,C3-C4
7.44
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Vertical direction
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A1-B1,A2-B2,A3-B3,A4-B4
11.52
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B1-C1,B2-C2,B3-C3,B4-C4
11.52
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2.1.13 Weather shade, chhajja, Cornices and mouldings
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Chajja
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294
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ITEM NO. 3.1
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Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
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3.1.3) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
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Footing Base F1
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Below Mentioned floor Area
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MORGUE
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HALL
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WAITING HALL
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TOILET
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PLATFORM
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ENTRY PLATFORM
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RAMP
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PLINTH BEAM BOTTOM
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HORIZONTAL DIRECTION
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A1-A2, B1-B2, C1-C2
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A2-A3, B2-B3,C2-C3
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A3-A4, B3-B4, C3-C4
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ENTRY PLATFORM
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RAMP
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VERTICAL DIRECTION
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A1-B1, A2-B2, A3-B3, A4-B4
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B1-C1, B2-C2, B3-C3, B4-C4
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ENTRY PLATFORM
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RAMP
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ITEM NO. 3.2
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Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.
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3.2.1) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
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Column Footing Trapezodial
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Column upto NGL C1
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Column upto Plinth level C1
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PLINTH BEAM
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Horizontal direction
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A1 - A2, B1-B2, C1-C2
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A2 - A3, B2-B3, C2-C3
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A3-A4, B3-B4,C3-C4
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Vertical direction
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A1-B1, A2-B2, A3-B3, A4-B4
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B1-C1,B2-C2, B3-C3,B4-C4
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GROUND FLOOR
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column upto Slab Level C1
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WAITING HALL SITTING
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LINTEL BEAM
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D1
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D1-D2
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D2
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W/V1
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Chhajja
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SLAB BEAM
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Horizontal direction
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A1-A2, B1-B2, C1-C2
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A2-A3, B2-B3, C2-C3
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A3-A4, B3-B4,C3-C4
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Vertical direction
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A1-B1, A2-B2, A3-B3, A4-B4
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B1-C1,B2-C2, B3-C3,B4-C4
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ROOF SLAB
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Main slab
9.6
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ITEM NO.. 3.12
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Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:
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3.12.1) Thermo-mechanically treated bars
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125 kg/cum
3931.68
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54.5
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ITEM NO.3.13
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Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.
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PLINTH BEAM
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Horizontal direction
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A1-A2, B1-B2,C1-C2
0.18
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A2-A3, B2-B3, C2-C3
0.19
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A3-A4, B3-B4, C3-C4
0.19
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Vertical direction
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A1-B1,A2-B2,A3-B3, A4-B4
0.29
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B1-C1, B2-C2, B3-C3,B4-C4
0.29
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ITEM NO. 3.15
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Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
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Horizontal direction
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A1-A2, B1-B2,C1-C2
3.6
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A2-A3, B2-B3, C2-C3
3.72
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A3-A4, B3-B4, C3-C4
3.72
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Vertical direction
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A1-B1,A2-B2,A3-B3, A4-B4
4.32
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B1-C1, B2-C2, B3-C3,B4-C4
4.32
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ITEM NO. 4.6
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Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation:
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i) 1st layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.
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ii) 2nd layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.
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iii) 3rdlayer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with coarse sand @ 1.289 kg/sqm and water proofing cement compound @ 0.07 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around.
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iv) 4th and final layer of brick tiling with cement mortar (which will be paid for separately)For the purpose of measurement the entire treated surface will be measured.
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ROOF SLAB
80
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TOILET FLOORS
2.18
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ITEM NO. 7.5
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Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:
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7.5.4) Cement Mortar 1:6 (1 cement : 6 coarse sand)
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Horizontal direction
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A1-A2, B1-B2,C1-C2
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A2-A3, B2-B3, C2-C3
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A3-A4, B3-B4, C3-C4
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ENTRY PLATFORM
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RAMP
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Vertical direction
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A1-B1,A2-B2,A3-B3, A4-B4
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B1-C1, B2-C2, B3-C3,B4-C4
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ENTRY PLATFORM
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RAMP
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ITEM NO.( 7.5.4+ 7.6)
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Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:
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Cement Mortar 1:6 (1 cement : 6 coarse sand)
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7.6)Extra for brick work in superstructure:
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Horizontal direction
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A1-A2, B1-B2,C1-C2
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B2-B33, C2-C3
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A3-A4, B3-B4, C3-C4
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Vertical direction
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A1-B1, A2-B2, A4-B4
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B1-C1, B2-C2,B4-C4
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Deductions
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D1
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D2
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W/V1
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V1
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V2
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ITEM NO. 7.11
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Half brick thick brick masonry with FLY ASH LIME BRICK in superstructure above plinth level upto floor five level.
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7.11.2 )Cement Mortar 1:4 (1 cement : 4 coarse sand)
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Horizontal direction
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Toilet Wall
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Vertical direction
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Toilet Wall
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WAITING HALL SITTING
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Deductions
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D2
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ITEM NO. 7.20
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Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.
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ITEM NO. 8.12
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Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I),
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decorative type core of block board construction with frame of first class
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hard wood and well matched teak ply veneering with vertical grains or
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cross bands and face veneers on both faces of shutters excluding hinges
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8.12.2) 35 mm. thick (single leaf)
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D2
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ITEM NO. 8.99
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Providing and fixing M.S. bright finished or black enameled sliding door bolts with bolts, nuts and necessary iron screws:
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8.99.1) 300x16mm
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ITEM NO. 8.102
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Providing and fixing M.S. bright finished or black enameled Tower bolts (Barrel type) with necessary iron screws:
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8.102.1) 250mm
20
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34.5
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ITEM NO.8.103
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Providing and fixing M.S. bright finished or black enameled handles with necessary iron screws:
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8.103.1) 125mm
20
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51
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ITEM NO.8.125
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Providing and fixing aluminium door mounted door stopper with necessary nickle plated iron screws etc complete.
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8.125.1) 100 mm long
6
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45
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ITEM NO.9.6
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Providing and fixing Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.
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9.6.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
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V1
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V2
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9.18 sqm ×25Kg
229.5
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68
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ITEM NO.9.18
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Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.
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9.18.3) Single rebate 100mmx50mm size, 1.25mm thick sheet.
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D(1.8+2.1*2)
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D1(1.8+2.1*2)
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D2(.9+2.1*2)
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W(1.2*3+1.2*2)
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V1
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V2
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ITEM NO.9.21
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Providing and fixing float glass panes with steel glazing clips and special metal sash putty of approved make in steel doors, windows, ventilators:
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5 mm thick
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V1
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V2
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ITEM NO.11.1.1
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6mm thick cement plaster of mix:
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In Cement mortar 1:3 (1 cement : 3 fine sand)
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Qty same as suspended floor shuttering
75.06
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93
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ITEM NO.11.2.3
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12mm thick cement plaster of mix:
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In Cement Mortar 1:5 (1 cement :5 fine sand)
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MORGUE
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HALL
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WAITING HALL
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TOILET
-
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PLATFORM
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WAITING HALL SITTING
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Deductions
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D1
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D2
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W/V1
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V1
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V2
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ITEM NO.11.3.3
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OUTER PLASTER
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15mm thick cement plaster on the rough side of single or half brick wall of mix:
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In Cement Mortar 1:5(1 cement : 5 fine sand)
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HORIZONTAL WALL
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VERTICAL WALL
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ENTRY PLATFORM
-
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RAMP
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Deductions
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D1
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W/V1
-
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V1
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V2
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ITEM NO.12.9
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Providing and laying ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.
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12.9.1), size 300X300mm
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TOILET
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Dado Tiles
-
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TOILET
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ITEM NO.12.12
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Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete:
-
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Size 600x600mm
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MORGUE
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HALL
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WAITING HALL
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-
-
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TOILET
-
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Skirting
-
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MORGUE
-
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HALL
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WAITING HALL
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PLATFORM
-
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ENTRY PLATFORM
-
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-
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RAMP
-
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Deductions
-
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D1
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D2
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ITEM NO.12.45
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-
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15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)
-
-
-
... More
12.45.2) Granite stone black
-
-
-
... More
PLATFORMS
-
-
-
... More
WAITING HALL SITTING
-
-
-
... More
ITEM NO. 14.9.1
-
-
-
... More
Distempering with acrylic washable distemper to give an even shade.
-
-
-
... More
On new work (Two or more coats)
-
-
-
... More
Quantity same as 12mm & 15mm & 6mm inner plaster
427.67
-
38
... More
ITEM NO. 14.13
-
-
-
... More
Providing and applying 2mm thick ready mix exterior grade putty (Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even.
-
-
-
... More
Qty same as 13 & 15
298.22
-
94.5
... More
ITEM NO. 14.14.1
-
-
-
... More
Finishing walls with water proofing cement paint to give an even shade.
-
-
-
... More
On new work (Two or more coats )
-
-
-
... More
Qty same as outer plaster
129.45
-
41
... More
ITEM NO. 14.21
-
-
-
... More
Applying priming coat on steel work with red oxide zinc chromate primer.
9.18
-
17.5
... More
ITEM NO. 14.22.2
-
-
-
... More
Premium synthetic enamel paint (2nd top most approved branded quality) to give an even shade.
9.18
-
47
... More
Boring / drilling bore well perfectly vertical for the specified depth suitable to recieve required dia for casing / stainer pipe, by suitable method prescribed in IS :2800 (part I)
12
-
297
... More
Supplying , assembling, lowering and fixing in vertical position in bore well ISI marked GI casing pipe plain medium class
12
-
957
... More
providing and fixing of M.S. bail plug as per I.S. 2800 (part-I) 1991 in the bottom of casing assembly
-
-
-
... More
100 mm dia
1
-
153
... More
Supplying, filling spreading & levelling stone bolders/ gravels/ coarde sand, inrecharge pit, in the required layers and thickness
-
-
-
... More
Stone boulders of size range 5 cm to 20 cm , in recharge pit
1.728
-
863
... More
Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5 m away from the excavated area), including dressing and leveling of pits.
-
-
-
... More
In all types of soil
3.375
-
185
... More
Half brick thick honey comb brick work with modular well burnt clay bricks of crushing strength not less than 35 kg/ sqm
-
-
-
... More
Cement Mortar 1:6 (1 Cement : 6 coarse Sand)
6.76
-
337
... More
Providing and fixing on wall face or under floor UV stabilized unplasticised Rigid PVC pipes
-
-
-
... More
150 mm dia pipe
35
-
440
... More
Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well with in the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable)
1
-
1502
... More
Boring / drilling bore well perfectly vertical for the specified depth suitable to recieve required dia for casing / stainer pipe, by suitable method prescribed in IS :2800 (part I)
85.3
-
297
... More
Supplying , assembling, lowering and fixing in vertical position in bore well ISI marked GI casing pipe plain medium class
18
-
957
... More
Providing and fixing of M.S. well cap on top to the tube well casing pipe for protection:
-
-
-
... More
100 mm dia
1
-
1007
... More
Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as required.
-
-
-
... More
1.5 HP, single phase
1
-
17633
... More
Supplying and fixing of following sizes 'B' class G I pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as required.
-
-
-
... More
40 mm dia.
61
-
296
... More
Supply, installation, testing and commissioning of 5-7.5 HP 3 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as required. a) Phase indicating lamps with fuses and toggle switches 1 set b) 5/7.5 HP 3 phase DOL starter with over load and no volt relay 1 No c) 32 A "C" curve TPMCB 1 No d) Voltmeter 0-500 V with selector switch 1 set e) Ammeter 0-10 A with CT's and selector switch 1 set.
1
-
4253
... More
WATER SUPPLY AND SANITARY 6% OF (A) CIVIL WORKS = (D)
-
-
-
... More
ELECTRIFICATION OF BUILDING @ 12% OF (A) CIVIL WORKS = (E)
-
-
-
... More
SITE DEVELOPEMENT CHARGES @ 1.5 % OF (A) CIVIL WORKS = (F)
-
-
-
... More
GRAND TOTAL (A)+(B)+(C)+(D)+(E)+(F)
-
-
-
Evaluation Notes How It Works ?
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