Engineering Projects India Limited Tender
View complete overview of Goa Engineering Projects India Limited Tender
Costs
EMD
₹ 49,86,415Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EPI_185315_3Bid Award Id
ViewTender No
WRO/CON/893/SBM-GOA/333Tender Authority
Engineering Projects India Limited ViewPurchaser Address
-Website
http://www.mstcindia.co.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing Service and retrofitting works with Supervision on anually basis for a period of 3 Years annually
15
-
-
Supply, Installation, Testing, Commissioning of Plastic Waste Shredder Machine 5 HP complete in all respects. For detail specification refer Point No. 3.3.1
8
-
-
Supply, Installation, Testing, Commissioning of Compost Seiving Machine complete in all respects. For detail specification refer Point No. 3.2.4
15
-
-
Supply, Installation, Testing, Commissioning of Bailing Machine of Capacity 10 HP complete in all respects. For detail specification refer Point No. 3.3.2.A
33
-
-
Supply, Installation, Testing, Commissioning of Bailing Machine of Capacity 20 HP complete in all respects. For detail specification refer Point No. 3.3.2.B
2
-
-
Supply, Installation, Testing, Commissioning of Automated Forklift complete in all respects. For detail specification refer Point No. 3.3.3
35
-
-
Supply, Testing, Handover of Diesel Vehicle 3.3 CuM complete in all respects. For detail specification refer Point No. 3.1.1
9
-
-
Supply, Testing, Handover of Diesel Vehicle 2.0 CuM complete in all respects. For detail specification refer Point No. 3.1.1
35
-
-
Supply, Testing, Handover of Weighing Scale 500 Kg complete in all respects. For detail specification refer Point No. 3.2.5
36
-
-
Supply of Accessories to Village Panchayats complete in all respects. For Technical Specification Refer Point No. 3.6 (Type A)
38
-
-
Supply of Accessories to Village Panchayats complete in all respects. For Technical Specification Refer Point No. 3.6 (Type B)
1
-
-
CIVIL WORK FOR SHED MRF/PMU
-
-
-
MRF Shed of 100 Sq. mtr (15 Nos.)
-
-
-
EARTHWORK
-
-
-
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in:
-
-
-
All kinds of soil
1650
-
-
Hard rock where blasting prohibited
1125
-
-
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead
of 50 m.
-
-
-
Hard rock where blasting prohibited
30
-
-
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
2325
-
-
Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.
-
-
-
Moorum
225
-
-
Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for under item 4001).
2700
-
-
PLAIN CONCRETE WORKS
-
-
-
Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
-
-
-
All works upto plinth level
180
-
-
Centering and shuttering including struttings, propping etc. and removal of formwork for :
-
-
-
Foundations, footings, bases for columns and mass concrete.
270
-
-
Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
600
-
-
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)
-
-
-
All works upto plinth level
405
-
-
In walls (any thickness), including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level
75
-
-
In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level
30
-
-
Centering & shuttering including Strutting, Propping & removal of forms for:
-
-
-
Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
750
-
-
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.))
(Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
35250
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
95100
-
-
Brick work using common burnt building bricks in cement mortar 1:4 (1 cement : 4 coarse sand) with bricks of class designation 75 kgs/ cm2 (wire cut bricks)
-
-
-
In superstructure upto floor five level.
30
-
-
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
600
-
-
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level
240
-
-
Flooring and Floor Finishes
-
-
-
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.
-
-
-
40 mm thick
1592.1
-
-
PLASTERING AND FINISHING WORKS
-
-
-
15mm cement plaster 1: 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
586.2
-
-
20mm cement plaster 1: 4 (1 cement : 4 fine sand)
1642.05
-
-
Painting one or more coats of acryllic exterior paint of approved brand and manufacture(Such as Dulex/ Asian Paints/ Sherwin Willians) on old work including cleaning the surface with water etc. complete.
1859.25
-
-
Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
586.2
-
-
ROOFING & CEILING WORKS
-
-
-
Providing and fixing Colouron Plus galvulium roofing Sheets of 0.5mm thick double ribbed trapezoidal profile coated 1080mm with cover width of 1020mm including all the accessories (JSW or equivalent make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge.
-
-
-
0.50 mm thick sheet.-26G
3750
-
-
Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth above 610mm) including all the accessories complete as per the directions of the Engineer in charge.
150
-
-
WATER SUPPLY SEWERAGE, PLUMBING & SANITATION WORK
-
-
-
Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required.
-
-
-
Flat back wash basin size 630 x 450mm with a pair of 15 mm C.P. brass pillar taps.
15
-
-
Providing & fixing liquid soap container with C.
P. brass lid and brackets fixed to wooden cleats with C. P. brass screws
-
-
-
Plastic container
30
-
-
Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw
30
-
-
Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming to I S 12701; 1996.
-
-
-
1000 lit. capacity
15
-
-
Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with 1: 1 1/2:3 mix (1 cement: 1 1/2 coarse sand ;3 graded stone aggregate 20mm nominal size foundation concrete 1:1 1/2:3 mix (1 cemet ;1 1/2 coarse sand :8 graded stone agrregate 20mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design.
-
-
-
Inside size 1.2m x 90 cm and 90cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg).
15
-
-
Constructing soak pit 1.20m x 1.20m x1.20m filled with laterite stone aggregate 125 to 180 mm including S.W. drain pipe 100 mm diameter and 1.2m. long complete as per standard design.:
15
-
-
Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed:
-
-
-
110 mm dia
300
-
-
Providing and fixing chlorinated ployvinyl chloride (CPVC) pipes confirming to IS:15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-in-charge. Internal work exposed on wall (Medium duty SDR 13.5 pipe).
-
-
-
25 mm outer dia CPVC pipe
225
-
-
50 mm outer dia CPVC pipe
150
-
-
Providing and fixing Hand Shower (Health Faucet) with 8mm dia, ABS/brass body with double lock 1.00m long Flexible tube (Brass plated stainles steel flexible hose) and wall hook of approved quality confirming to IS standards.
30
-
-
Providing and fixing NICKEL chrome plated copper alloy Fancy Two Way Bib Cock with single knob and wall flange conforming to IS (8931:1993) 15mm nominal bore.
45
-
-
Internal & External Electrification works
-
-
-
(Fan, tubelight, Switch & sockets, wiring, MCB Panel, Earthing Pit)
9
-
-
MRF Shed of 200 Sq. mtr (13 Nos.)
-
-
-
EARTHWORK
-
-
-
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in:
-
-
-
All kinds of soil
1950
-
-
Hard rock where blasting prohibited
1235
-
-
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.
-
-
-
Hard rock where blasting prohibited
52
-
-
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
2210
-
-
Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.
-
-
-
Moorum
325
-
-
Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for under item 4001).
3900
-
-
PLAIN CONCRETE WORKS
-
-
-
Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
-
-
-
All works upto plinth level
260
-
-
Centering and shuttering including struttings, propping etc. and removal of formwork for :
-
-
-
Foundations, footings, bases for columns and mass concrete.
312
-
-
Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
780
-
-
REINFORCED CEMENT CONCRETE WORKS
-
-
-
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)
-
-
-
All works upto plinth level
585
-
-
In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level.
195
-
-
In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level.
65
-
-
Centering & shuttering including Strutting, Propping & removal of forms for:
-
-
-
Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
3510
-
-
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.)) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
47450
-
-
STEEL AND ALUMINIUM WORK
-
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
110175
-
-
BRICK MASONARY WORKS
-
-
-
Brick work using common burnt building bricks in cement mortar 1:4 (1 cement : 4 coarse sand) with bricks of class designation 75 kgs/ cm2 (wire cut bricks)
-
-
-
In superstructure upto floor five level.
65
-
-
LATERITE MASONARY WORKS
-
-
-
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete
1014
-
-
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level
442
-
-
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement.
-
-
-
40 mm thick
2691.78
-
-
PLASTERING AND FINISHING WORKS
-
-
-
15mm cement plaster 1: 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
2275
-
-
20mm cement plaster 1: 4 (1 cement : 4 fine sand)
195
-
-
Painting one or more coats of acryllic exterior paint of approved brand and manufacture(Such as Dulex/ Asian Paints/ Sherwin Willians) on old work including cleaning the surface with water etc. complete.
1950
-
-
Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
1300
-
-
ROOFING & CEILING WORKS
-
-
-
Providing and fixing Colouron Plus galvulium roofing Sheets of 0.5mm thick double ribbed trapezoidal profile coated 1080mm with cover width of 1020mm including all the accessories (JSW or equivalent make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge.
-
-
-
0.50 mm thick sheet.-26G
7150
-
-
Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth above 610mm) including all the accessories complete as per the directions of the Engineer in charge.
260
-
-
WATER SUPPLY SEWERAGE, PLUMBING & SANITATION WORK
-
-
-
Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required.
-
-
-
Flat back wash basin size 630 x 450mm with a pair of 15 mm C.P. brass pillar taps.
26
-
-
Providing & fixing liquid soap container with C.
P. brass lid and brackets fixed to wooden cleats with C. P. brass screws
-
-
-
Plastic container
26
-
-
Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw
26
-
-
Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming to I S 12701; 1996.
-
-
-
1000 lit. capacity
26
-
-
Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with 1: 1 1/2:3 mix (1 cement: 1 1/2 coarse sand ;3 graded stone aggregate 20mm nominal size foundation concrete 1:1 1/2:3 mix (1 cemet ;1 1/2 coarse sand :8 graded stone agrregate 20mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design.
-
-
-
Inside size 1.2m x 90 cm and 90cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter total weight of cover and frame to be not less than 116 kg. (weight of cover 58 kg).
26
-
-
Constructing soak pit 1.20m x 1.20m x1.20m filled with laterite stone aggregate 125 to 180 mm including S.W. drain pipe 100 mm diameter and 1.2m. long complete as per standard design. :
13
-
-
Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed:
-
-
-
110 mm dia
390
-
-
Providing and fixing chlorinated ployvinyl chloride (CPVC) pipes confirming to IS:15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-in-charge. Internal work exposed on wall (Medium duty SDR 13.5 pipe).
-
-
-
25 mm outer dia CPVC pipe
390
-
-
50 mm outer dia CPVC pipe
195
-
-
Providing and fixing Hand Shower (Health Faucet) with 8mm dia, ABS/brass body with double lock 1.00m long Flexible tube (Brass plated stainles steel flexible hose) and wall hook of approved quality confirming to IS standards.
26
-
-
Providing and fixing NICKEL chrome plated copper alloy Fancy Two Way Bib Cock with single knob and wall flange conforming to IS 8931:1993 15mm nominal bore.
39
-
-
Internal & External Electrification works
-
-
-
(Fan, tubelight, Switch & sokets, wiring, MCB Pannel, Earthing Pit)
13
-
-
Transfer Station 15 Sq. mtr(As per Drawing No.4.3 in Tech Spec)
39
-
-
LIQUID WASTE MANAGEMENT
-
-
-
Providing Facilities for Setup of Faecal Sludge Treatment Plant of Capacity 40 KLD to treat Liquid Waste at Village Panchayat including Civil, Structural, Electromechanical Works along with installation and commissioning complete in all respects. For detail specification refer Point No. 3.5.1.1
4
-
-
Providing Service and retrofitting works with Supervision on anually basis for a period of 3 Years
4
-
-
IEC ACTIVITY
-
-
-
Cleaniness/Awareness drives in Village Areas and Unclean sites
39
-
-
Road Show/awareness in Village Panchayat
39
-
-
Open School painting/ poster, slogan writing and quiz competition
39
-
-
Street Plays/ Nukkad Nataks
39
-
-
Printing of awareness posters
39
-
-
Printing of IEC SBM manual & IEC KIT
39
-
-
Production of Television spots
1
-
-
Production of Audio - visual (success stories on SBM - G and awreness)
1
-
-
Wall Paintings
39
-
-
Public awareness Dry waste storage bags
39
-
-
Seminar/ Workshop
39
-
-
Social Media Presence on Facebook, Instagram
39
-
-
Uniforms (Printed tee - shirts and hats) for various events
39
-
-
District Level Awareness and Capacity Building
1
-
-
State Level SBM - Waste Maangement Presentation & Panchayat Knowledge Exchange Program
1
-
-
Evaluation Notes How It Works ?
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