Rural Development Department Tender
View complete overview of Sikkim RDD Tender
Rural Development Department - RDD Tender
Eprocure
Opening Date19 Mar 2021
Closing Date19 Apr 2021
Tender Amount₹ 3,59,25,572
Costs
EMD
₹ 8,98,139Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RDDSi_488_1Bid Award Id
ViewTender No
SK04/PHVI(PKGNO67)(2020-2021)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://www.sikkimrmdd.gov.in/
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Documents
BOQ Items
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Water Bound Macadam Base (Grading-II):
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smoothroller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 2 as per technical specification clause 405
600
-
2143.46
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Water Bound Macadam Base (Grading-III):
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 3as per technical specification clause 405
1407.66
-
2263.58
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Dismantling of Damaged Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
337.5
-
611.48
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Prime Coat:
Prime coat (Providing and applying primer coat with bitumen emulsion (ss-1)on prepared surface of granular Base including clearing of road surface and spraying primer at the rate 1.2 to 1.5 kg/sqm using mechanical means as per technical specification clause 503
High Porosity
18768.75
-
56.33
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Tack Coat:
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion (RS-1)pressure distributor at required rate 0.25to 0.30 kg/sqmon the prepared bituminous/granular surface cleaned with mechanical broom.)as per clause 503
Granular Surface Treated with Primer
18768.75
-
14.31
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Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)
750.75
-
8207.65
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-II(10 mm nominal size)
375.38
-
11898.97
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Carriage of Stock Materials Bitumen
-
-
-
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Loading
131.19
-
228.47
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Haulage
6559.68
-
6.83
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Carriage of Non Stock Stone & Stone Chips.
-
-
-
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Stone 40 km
-
-
-
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Loading
2153.71
-
106.65
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Haulage
189526.84
-
6.83
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Stone Chips 120 km
-
-
-
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Loading
1611.48
-
106.65
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Haulage
272459.19
-
6.83
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Protective Works
-
-
-
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Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification 300
-
-
-
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Soil , 60%
216.83
-
192.92
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Ordinary Rock , 40%
144.55
-
275.6
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Providing and laying. Random Rubble Stone masonary in (1:5cement Mortar) as per technical specification clause 700
668.83
-
5051.4
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P/L Gabian Structure from 4mm galvonized steel wire @25kg/10 sqm should be filled with boulders with least dimensions of 200mm all loose ends should be tied with galvanised steel wire
157.75
-
2766.98
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Providing and laying hand packed stone filling behind abutment, wingwall and retaining wall complete as per drawing and technical specification clause 1204.3.8
921.38
-
242.67
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Slip clearance in mixed soil and throwing of spoils to lead of 30 m and lift of 1.50 m complete. Payment shall be done after actual measurement and as per the approved rate .
17485.91
-
41.07
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Carriage of Stock Materials Cement (55 km).
-
-
-
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Loading /unloading
27.54
-
228.47
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Haulage
1514.97
-
6.83
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Carriage of Sand : (35 KM).
-
-
-
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Loading
76.02
-
106.65
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Haulage
4256.91
-
6.83
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Items
-
-
-
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Carriage of Stone :(35 Km).
-
-
-
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loading
1428.4
-
106.65
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Haulage
109986.8
-
6.83
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Hill Side Drain
-
-
-
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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.
1000
-
1779.99
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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:
229.5
-
911.6
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Providing standard 'V' shaped drain with hammer dressed clean hard selected stones and finished with cement pointing in 1:4 cement mortar including curing etc complete, as per the direction of the Engineer in Charge.
2550
-
1014.34
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Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification (Blasting Prohibated)
-
-
-
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Total Earthwork Quantity =
258.72
-
192.92
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M.S 60%
172.48
-
275.6
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Providing and Laying reinforced Cement Concrete Pipe NP4 as per design in Single Row.
36
-
6668.02
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Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
500
-
53.09
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(ii). Maintenance of Culverts Slab Type Maintenance of Slab Type Culverts by way of clearing, cleaning, erosion, repair, repars to cracks, parapet walls and protection works as per drawing and technical specification Clause 1908.
3
-
20000
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Carriage of Stock Materials Cement.(50 km).
-
-
-
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Loading
64.74
-
228.47
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Haulage
3236.88
-
6.83
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Carriage of Non-Stock Materials Sand (40 km).
-
-
-
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Loading
116.75
-
106.65
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Haulage
7472
-
6.83
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Carriage of Stone :(40 km)
-
-
-
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Loading
4242.45
-
106.65
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Haulage
373335.6
-
6.83
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D Road Furniture
-
-
-
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P/L informatory Board
2
-
11159.88
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5th km stone
1
-
3184.25
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ordinary Km Stone
4
-
1917.99
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200 m stone
26
-
609.13
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
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i) 600 mm equilateral triangle
14
-
3547.67
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White Washing
1
-
-
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ii) 900 mm side octagon
3
-
9533.27
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