Roads And Bridges Department Tender
View complete overview of Sikkim Roads And Bridges Department Tender
Roads And Bridges Department Tender
Eprocure
Opening Date12 Oct 2018
Closing Date20 Nov 2018
Tender Amount₹ 6,65,02,228
Costs
EMD
₹ 11,47,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 50m Span 70 R Loading Single Lane Steel Bridge .
Description
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Contact
Tender Id
2018_CE(C)_372_1Bid Award Id
ViewTender No
71/GOS/RB(MGN)/18-19/31Tender Authority
Roads And Bridges Department ViewPurchaser Address
-Website
http://http://www.sikkim-roadsandbridges.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts lead
1446.4
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-
Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and stacking of cut material with all lifts and lead
361.6
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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.
577.19
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-
Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete
26.6
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-
Providing and Laying cement concrete in 1:2:4 mix (1 cement, 2 coarse sand, 4 graded stone aggregate of 20mm & down size) including compacting curing etc all complete.
46.99
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-
Providing and Laying reinforced cement concrete in 1:1.5:3 mix (1cement, 1.5 coarse sand, 3 graded stone aggregate 20mm and down nominal gauge) excluding the cost of form work, finishing and reinforcements.
634
-
-
Supplying, bending and placing in position tor steel reinforcement in all R.C.C works including cost of binding wires, all complete.
824.21
-
-
Providing and Laying wearing coursed M-25 including carrying etc all complete.
10.31
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-
Providing, fixing & removing form work for casting R.C.C items with locally available timber)
1776.21
-
-
Providing, fixing & removing form work for casting R.C.C items as indicated below: with imported timber from outside the state)
325
-
-
Bridge launching by cable stay method & P/F/F removing of scaffolding for erection & launching of bridge for 50m span 70R loading single lane steel bridge over Det Kyong all complete
1
-
-
Providing weep holes in brick mansonry/Plain/Reinforcement concrete abutment,wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing foce.Complete as per drawing and Technical specifications.
102
-
-
Providing and Laying 15mm thick cement plaster of 1:3 mix in single coat including finishing even and smooth and curing etc all complete.
70
-
-
Providing and laying parapet of 45cm height, 30 cm top and 45 cm bottom on 1:2:4 (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) plum concrete and plastering with 1:4 mix cement mortar of 12mm thick with recron 3S with lime washing three or more coats, complete as per the direction of the Engineer- in- Charge.
60
-
-
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
1242.89
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification(granular materials)
879.82
-
-
Filling work:
-
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-
Filling with available excavated earth in trenches, plinth and side of foundation in building works with layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering etc, all complete.
834.95
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-
Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
357.84
-
-
Providing of Painting of bridges structure
-
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-
Providing and applying priming coat with ready mixed Red oxide, Zinc chromate primer on steel / galvanized Iron steel works including preparation of the surface complete.
810
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-
Providing and painting with Aluminum paint two or more coats on new surface to give an even shade including cleaning and preparing the surface complete. New surface
810
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-
APPROACH ROAD.
-
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-
HILL CUTTING & PROTECTIVE WORKS :-
-
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-
Hill cuting works:
-
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-
Hill cutting in mixed soil including throwing of spoils for 30m lead and 1.5m lift all complete.
2010
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-
PROTECTIVE WORKS
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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,
293.01
-
-
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
1427.39
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-
DRAINAGE WORKS :-
-
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-
Providing box drain of 45cm x 30cm internal dimension in 1:2:4 plum concrete with standard specification including providing & laying guard stones as per the direction of the Engineer-in-charge, all complete.
156
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-
PAVEMENT WORKS:-
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Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.)
750
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-
Stone Edging Providing & laying 15 cm (6") wide and 23 cm (9") deep hammer dressed stone edging with clean hard selected stones including packing of sides to proper line, level and as per directions of the Engineer-in-Charge, complete.
300
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-
Providing and Laying water bound macadam sub -base with stone aggregate, screenings and binding material, including screening, sorting and spreading of materials, watering, ramming to required template, carriage to be given extra. Thickness of compacted base to be 100 mm of Grading I classification using stone metals of 90 mm - 45 mm size and stone screenings of Type A (20mm down) and specified quality of binding materials @ 0.09 cum per sqm. Work to be done as per the directions of Engineer-in-Charge, with consolidation using:8/10 ton power road Roller.
123.75
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-
Providing and Laying water bound macadam base course with stone aggregate, screenings and binding material, including screening, sorting and spreading of materials, watering, ramming to required template, carriage to be given extra. Thickness of compacted base to be 75 mm of Grading II classification using stone metals of 63 mm - 45 mm size and stone screenings of Type A (20 mm down) and specified quality of binding materials @ 0.09 cum per sqm. Work to be done as per the directions of Engineer-in-Charge, with consolidation using:8/10 ton power roller.
Legth of Road
46.41
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-
Providing and Laying water bound macadam surface - course with stone aggregate, screenings and binding material, including screening, sorting and spreading of materials, watering, ramming to required template, carriage to be given extra. Thickness of compacted base to be 75 mm of Grading III classification using stone metals of 53 mm - 22.4 mm size and stone screenings of Type B (10 mm down) and specified quality of binding materials @ 0.013 cum per sqm. Work to be done as per the directions of Engineer-in-Charge with consolidation using:8/10 ton power roller.
46.41
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-
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
Medium Porosity
618.75
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-
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)
Granular Surface Treated with Primer
618.75
-
-
Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade)
Using 60/70 Grade Bitumen
618.75
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-
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
618.75
-
-
CONSTRUCTION OF 25M SPAN 70R LOADING SINGLE LANE STEEL BRIDGE OVER MEYONG KYONG(RIVER) ALONG GULOP KYUNG-BAY ROAD,UPPER DZONGU NORTH SIKKIM.
-
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
12820.51
-
-
Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead.
1012.5
-
-
Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and stacking of cut material with all lifts and lead.
253.12
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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.
647.39
-
-
Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using manual means.
26.6
-
-
Providing and Laying cement concrete in 1:2:4 mix (1 cement, 2 coarse sand, 4 graded stone aggregate of 20mm & down size) including compacting curing etc all complete.
46.99
-
-
Providing and Laying reinforced cement concrete in 1:1.5:3 mix (1cement, 1.5 coarse sand, 3 graded stone aggregate 20mm and down nominal gauge) excluding the cost of form work, finishing and reinforcements.
588.21
-
-
Supplying, bending and placing in position tor steel reinforcement in all R.C.C works including cost of binding wires, all complete.
764.68
-
-
Providing and Laying wearing coursed M-25 including carrying etc all complete.
4.41
-
-
Providing, fixing & removing form work for casting R.C.C items with locally available timber)
1763.71
-
-
Providing, fixing & removing form work for casting R.C.C items as indicated below: with imported timber from outside the state)
162.5
-
-
Bridge launching by cable stay method & P/F/F removing of scaffolding for erection & launching of bridge for 25mtr span 70R loading Single lane Steel Bridge over Meyong kyung (River) all complete
1
-
-
Providing weep holes in brick mansonry/Plain/Reinforcement concrete abutment,wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing foce.Complete as per drawing and Technical specifications.
102
-
-
Providing and Laying 15mm thick cement plaster of 1:3 mix in single coat including finishing even and smooth and curing etc all complete.
35
-
-
Providing and laying parapet of 45cm height, 30 cm top and 45 cm bottom on 1:2:4 (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) plum concrete and plastering with 1:4 mix cement mortar of 12mm thick with recron 3S with lime washing three or more coats, complete as per the direction of the Engineer- in- Charge.
60
-
-
Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge.
656.64
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification(granular materials)
879.82
-
-
Filling work:
-
-
-
Filling with available excavated earth in trenches, plinth and side of foundation in building works with layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering etc, all complete.
837.64
-
-
Filling with available excavated earth in trenches, plinth and side of foundation in building works with layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering etc, all complete.
358.99
-
-
Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.
676.86
-
-
Providing and Painting of bridges structure.
-
-
-
Providing and applying priming coat with ready mixed Red oxide, Zinc chromate primer on steel / galvanized Iron steel works including preparation of the surface complete.
384.75
-
-
Providing and painting with Aluminum paint two or more coats on new surface to give an even shade including cleaning and preparing the surface complete. New surface
384.75
-
-
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