Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Sikkim PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Machinery and Tools
Eprocure
Opening Date11 Jan 2019
Closing Date17 Jan 2019
Tender Amount₹ 2,75,40,000
Costs
EMD
₹ 6,88,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CESDA_72145_1Bid Award Id
ViewTender No
PMGSY II BAtch-I Re-Tender 2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
Scarfifying existing granular surface to a depth of 50 mm by manual means(Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1000 mtrs)
15000
-
19.17
Water Bound Macadam Subbase/Base course
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-
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Water Bound Macadam Sub-Base (Grade-I):
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 I as per Technical Specification clause 404 .
By Mannual Means.
1620
-
1579.47
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.
1125
-
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.
1125
-
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.
15000
-
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.
15000
-
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 .
15000
-
183.85
Seal Coat:
Case-I : 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 as per Technical Specification Clause 510
15000
-
61.58
Carriage of Stock Materials : (Lead 140 km).
-
-
-
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
loading
64.21
-
110.42
Unloading
64.21
-
100.12
Haulage
10273.6
-
4.2
Carriage of Non-Stock Materials : (Lead 60 km).
-
-
-
Consumption of Stone Boulder & Dust
-
-
-
loading
-
-
-
Loading & Unloading
5516.1
-
110.58
Haulage
970833.6
-
4.2
Carriage of Non-Stock Materials : (Lead 60 km).
-
-
-
Consumption of Stone Chips
-
-
-
loading
-
-
-
Loading & Unloading
405
-
110.58
Haulage
71280
-
4.2
Section B
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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).
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-
-
Soil =
832.42
-
210.35
Retaining wall and Brest wall :
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-
-
(b) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5(sand))
1466
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2886.02
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).
349.26
-
487.58
Carriage of Stock Materials : (Lead 35 km).
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-
-
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
loading
152.13
-
94.24
Unloading
152.13
-
94.24
Haulage
5324.41
-
4.2
Carriage of Non-Stock Materials : (Lead 80 km).
-
-
-
Consumption of Sand
-
-
-
Loading & Unloading
515.27
-
61.02
Haulage
82443.2
-
4.2
Carriage of Non-Stock Materials : (Lead 80 km).
-
-
-
Consumption of Stones
-
-
-
Loading & Unloading
1934.55
-
110.58
Haulage
340480.8
-
4.2
Section C
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-
-
Construction of Hill Side Drain
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-
-
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
4000
-
661.65
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.
450
-
605.1
Carriage of Stock Materials : (Lead 35 km).
-
-
-
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
loading
140
-
94.24
Unloading
140
-
94.24
Haulage
4900
-
4.2
Carriage of Non-Stock Materials : (Lead 80 km).
-
-
-
Consumption of Sand
-
-
-
loading
-
-
-
Loading & Unloading
268.8
-
61.02
Haulage
43008
-
4.2
Carriage of Non-Stock Materials : (Lead 80 km).
-
-
-
Consumption of Stones
-
-
-
Loading & Unloading
920.1
-
110.58
Haulage
161937.6
-
4.2
Section D (Road furnitures)
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Providing and Fixing 'Logo' of PMGSY Project
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m 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 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement 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 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border 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
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11159.88
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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(a) 900 mm equilateral triangle
24
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6008.65
(b) 600 mm side octagon
24
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3524.49
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