Rural Management And Development Department Tender
View complete overview of Sikkim RMDD Tender
Rural Management And Development Department - RMDD Tender
Eprocure
Opening Date23 Jan 2019
Closing Date22 Feb 2019
Tender Amount₹ 5,28,25,945
Costs
EMD
₹ 13,20,649Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_RDDSi_391_1Bid Award Id
ViewTender No
01/GOS/RMDD/ACENE/2018-19Tender Authority
Rural Management And Development Department ViewPurchaser Address
-Website
http://http://www.sikkimrmdd.gov.in/
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Documents
BOQ Items
loading and unloading of mix slip 50 %
7859.27
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V.I.No.1
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Cost of haulage excluding loading and unloading.
78592.69
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PROTECTIVE WORKS
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Excavation work 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 soils as directed, within a lead of 50m.All kinds of soil.
1135.98
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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 excluding the cost of carriage of materials.
1561.08
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Gabian structure(Providing and construction of a gabian structure with segment of wire crates of size 7m x 3m x 6m each divided into 1.5 compartment by cross netting.
96.4
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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.
116.36
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Providing and laying hand packed stone filling with clean hard selected stones, all complete.
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Stone Filling
44.07
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Mix Filling
44.07
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Loading and Unloading of Cement or Steel by Manual Means and stacking.
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Cement:-
118.54
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Cost of Haulage Excluding Loading and Unloading on surfaced Gravelled Road.
118.54
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Loading and unloading of stone boulder/stone aggregates
/sand/ kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
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SAND
297.58
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Cost of Haulage Excluding Loading and Unloading
547.55
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STONE
1508.17
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Cost of Haulage Excluding Loading and Unloading
3317.97
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Loading and unloading of stone boulder/stone aggregates
/sand/ kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
566.94
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Cost of Haulage Excluding Loading and Unloading
1060.18
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Pavement work:-
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
1161.1
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Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
1935.17
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Granular Sub-base with Close Graded Material (Table:- 400-1)
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Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with
312.25
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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:
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Grading - II Using Screening Type-A (13.2mm Agg.)
234.19
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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:
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Grading - III Using Screening Type-B (11.2mm Agg.)
216.84
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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.)
2891.18
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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 Prime
2891.18
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to 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, finished to required level and grades.) Case-II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
2891.18
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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)
2891.18
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Carriage of stock materials to work site within a distance of 50 km.
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BITUMIN
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Loading and Unloading
12.37
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Cost of Haulage
618.5
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Carriage of sand within a distance of 40 km .
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Loading and Unloading
17.35
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Cost of Haulage
1387.77
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Carriage of stone metals and chips within 50 km radius.
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STONE CHIPS
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Loading and Unloading
245.9
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Cost of Haulage
21638.89
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Carriage of stone within 40km radius. .
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STONE
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STONE CHIPS
1072.41
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Cost of Haulage
94371.97
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CROSS DRAIN, SIDE DRAIN & PARAPET WORKS
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Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge.
700.89
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Providing and laying parapet of standard size 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.
100
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Providing and laying of 1.2m span Cross drain( analysis enclosed)
6
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Loading and Unloading of Cement or Steel by Manual Means and stacking.
46.8
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Cement:-
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Cost of Haulage Excluding Loading and Unloading on surfaced Gravelled Road.
46.8
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Loading and unloading of stone boulder/stone aggregates/sand/ kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
83.49
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SAND
-
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Cost of Haulage Excluding Loading and Unloading
153.62
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Loading and unloading of stone boulder/stone aggregates/sand/ kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
177.01
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STONE
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Cost of Haulage Excluding Loading and Unloading
389.42
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Loading and unloading of stone boulder/stone aggregates/sand/ kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)
160.49
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AGGREGRATE
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Cost of Haulage Excluding Loading and Unloading
300.12
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Construction of 6.00X5.00 mtr RCC Culvert
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
139.03
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stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
106.11
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Stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
150.38
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Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
10.8
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Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
31.95
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Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
3.87
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm 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
26.9
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
66.36
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Providing tar paper bearing under the deck slab etc complete as per drawing and Technical Specifications
6.3
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
183.01
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
5.2
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Filling fondation and plinth with excavated earth well watered and rammed etc complete as per drawing and Technical Specifications
46.34
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Loading unloading of stock material
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cement
377.32
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steel
54.57
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Haulage:-
431.89
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Loading unloading of non stock material
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sand
105.89
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Haulage:-
105.89
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Loading unloading of non stock material
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stone
280.65
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Haulage:-
280.65
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Loading unloading of non stock material
-
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stone chips
32.24
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Haulage:-
32.24
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CONSTRUCTION OF 60M SPAN STEEL GIRDER BRIDGE
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Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.The foundation bed shall be levelled, watered & rammed both longitudinally and vertically before placing the foundation . Necessary arrangement for dewatering shall be kept if required (technical specifications Clause 305.1).
397.44
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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 but excluding carriage and consolidation using:
25.18
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Providing and laying of Cement concrete(1:3:6)
19.88
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications like , materials used in the proportion shall be in conformity with the requirements . Grade of cement used shall be sufficient enough to produce required strength , coarse aggregate (4.75 to 40 mm ) shall be of proper size , clean and free from any unwanted adherence , fine aggregate shall be of 0.15 to 4.75 mm sizes and free from lumps , flaky or other deleterious materials. Water shall be free from any injurious amount harmful to concrete . Proper mixing , transportation placing and compaction shall be done as per direction of the Engineer . No concreting shall be done without prior approval form the Engineer (technical specifications Clause 802, 804, 805, 806, 807, 1202 ans 1204).
154.88
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) , free from loose mill scales , loose rusts and coats of paints , oil , mud or any other unwanted substances , in substructrue complete as per drawings . Every bundle of bars shall be inspected before assembling and if found defective (like brittle , burnt etc.) shall be discarded . Any test , if required shall be got carried out by the contractor at his own cost ( technical specification Clauses 1002, 1005, 1010 & 1202 ) .
18.59
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Providing & 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.
882
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Providing,fixing and removing of form work
378.2
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Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).
42
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Carriage of Stock Materials
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Loading
229.61
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Unloading
229.61
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Haulage
9184.38
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Carriage of Stones
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Loading
520.57
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Unloading
520.57
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Haulage
20822.8
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Carriage of Sand
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Loading
281.35
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Unloading
281.35
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Haulage
11254
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APPROACH ROAD & WING WALLS
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Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.The foundation bed shall be levelled, watered & rammed both longitudinally and vertically before placing the foundation . Necessary arrangement for dewatering shall be kept if required (technical specifications Clause 305.1).
381.56
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.
598.06
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Random rubble masonry
256.31
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Providing & 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.
8.1
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Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).
1767.5
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Carriage of Stock Materials
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Loading
31.89
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Unloading
31.89
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Haulage
1275.46
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Carriage of Stones
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Loading
1056.47
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Unloading
1056.47
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Haulage
42258.6
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Carriage of Sand
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Loading
181.32
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Unloading
181.32
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Haulage
7252.8
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RIVER TRAINING WORKS
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Earthwork in excavation for structures as per drawing including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.The foundation bed shall be levelled, watered & rammed both longitudinally and vertically before placing the foundation . Necessary arrangement for dewatering shall be kept if required (technical specifications Clause 305.1).
148
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Providing & 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.
280.4
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Backfilling behind abutment, wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provided over the entire surface behind abutment , wing or return wall to the full height as per direction of the Engineer (technical specification Clause 1204.3.8).
38
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Carriage of Stock Materials
-
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Loading
44.86
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Unloading
44.86
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Haulage
1794.65
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Carriage of Stones
-
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Loading
287.47
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Unloading
287.47
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Haulage
11498.98
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Carriage of Sand
-
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Loading
65.89
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Unloading
65.89
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Haulage
2635.6
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60M SPAN STEEL SUPERSTRUCTURE
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Cost of 60 mtr. Clear span steel bridge of 40 R Loading width 5.1mtrs and carriage 4.2 mtrs RCC Decking of class(single lane)
60
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Fitting and fixing of steel girder bridge parts in position by welding, riveting, fixing of nuts and bolts etc, wherever required including alignment of bridge all complete excluding the cost of bridge materials and scaffolding as per design, erection / launching and direction of Engineer in Charge all complete.
1
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Form work & scaffolding for the bridges
1
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Provision for diversion ,dewatering & pumping etc.
1
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Painting with Aluminium paint over a coat of metal primer on steel bridge member all complete
1
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