Rural Management And Development Department Tender
View complete overview of Sikkim Rural Management And Development Department Tender
Rural Management And Development Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Feb 2019
Closing Date15 Feb 2019
Tender Amount₹ 2,58,33,200
Costs
EMD
₹ 6,45,830Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CESDA_74297_11Bid Award Id
ViewTender No
PMGSY II Batch-I Re-Tender 2 2018-19Tender Authority
Rural Management And Development Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Water Bound Macadam Base (Grade-II): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading II as per Technical Specification clause 405 .
By Mannual Means.
973.25
-
1626.49
Water Bound Macadam Base (Grade-III): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying and brooming , stone screening/binding materials to fillup the interstices of coarse aggregate , watering and compacting to the required density Grading III as per Technical Specification clause 405 .
By Mannual Means.
973.25
-
1686.87
Prime Coat:
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification cl. 502.
12983
-
62.34
Tack Coat:
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
12983
-
17.53
20mm thick Open-Graded Premix Carpet using Bituminous Binder:
Case I : By Mannual Means
I. Bitumen (S-90)
-
-
-
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in asuitable plant , laying and rolling with a three wheel 80 to 100 kN static roller capacity finished to required level and grades to be followed by seal coat of Type B as per Technical Specification clause 508 .
12983
-
178.34
Seal Coat:
12983
-
61.58
Case-II : Type B
(I) Bitumen (S-90)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B&Type C as per Technical Specification Clause 510
-
-
-
Carriage of stock materials Lead 20km (Cement/steel/Bitumen Emulsion :)
-
-
-
Loading =
48.82
-
110.42
Unloading =
48.82
-
100.12
Haulage =
976.32
-
4.2
Carriage of Stone dust & stone chips :Lead 20km
-
-
-
Loading =
5263.51
-
36.86
Unloading =
5263.51
-
24.16
Haulage =
231594.44
-
4.2
SECTION B Protective Work
-
-
-
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).
-
-
-
Soil,60% =
1097
-
210.35
Ordinary Rock , 40% =
731
-
262.93
Retaining wall /Breast wall
-
-
-
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.
2868.04
-
2766.09
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mmx 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification Clause 1301.
465.21
-
1786.11
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).
612
-
359.6
Carriage of stock materials Lead 20km Cement/steel :
-
-
-
Loading =
635.44
-
94.24
Unloading =
635.44
-
94.24
Haulage =
12708.8
-
4.2
Carriage of stock NON- materials 20km Carriage of Sand :
-
-
-
Loading =
499
-
36.86
Unloading =
499
-
24.16
Haulage =
18363.2
-
4.2
Carriage of NON-stock materials 20km Carriage of stone:
-
-
-
Loading =
4118.63
-
73.72
Unloading =
4118.63
-
36.86
Haulage =
181219.54
-
4.2
SECTION C. (Hill side drain)
-
-
-
Laying RCC Pipe NP4/Prestressed concrete pipe on first class bedding in single row.(Laying RCC NP4/Prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonary works in head walls and parapets) (1000mm Dia)
12
-
123389
Construction of hill side drain with P.C.C M10 (1:3:6) in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
3390
-
752.49
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
381.38
-
560.28
Carriage of stock materials Lead 20km
-
-
-
Consumption of Cement/steel :
-
-
-
Loading =
14.78
-
94.24
Unloading =
14.78
-
94.24
Haulage =
295.6
-
4.2
Carriage of stock NON- materials Lead 20km
-
-
-
Carriage of Sand:
-
-
-
Loading =
21.51
-
36.86
Unloading =
21.51
-
24.16
Haulage =
791.57
-
4.2
Carriage of NON-stock materials Lead 40km
-
-
-
Carriage of Stone:
-
-
-
Loading =
467.11
-
73.72
Unloading =
467.11
-
36.86
Haulage =
20552.84
-
4.2
Providing fitting fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cemdent concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
-
11159.88
Informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting. 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm below ground level as per drawing and technical specification clause 801.
20
-
3524.49
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