Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Sikkim PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date1 Jul 2019
Closing Date1 Aug 2019
Tender Amount₹ 8,00,93,524
Costs
EMD
₹ 20,02,338Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CESDA_78408_1Bid Award Id
ViewTender No
SK-PMGSY II Batch I Re-tender 04 Online (2019-20)Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
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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)
3720
-
19.17
Water Bound Macadam Subbase/Base course
-
-
-
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.
401.76
-
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.
279
-
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.
279
-
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.
3720
-
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.
3720
-
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 .
3720
-
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
3720
-
61.58
Carriage of Stock Materials : (Lead 140 km).
-
-
-
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
loading
15.94
-
110.42
Unloading
15.94
-
100.12
Haulage
2231.6
-
4.2
Carriage of Non-Stock Materials : (Lead 60 km).
-
-
-
Consumption of Stone Boulder & Dust
-
-
-
loading
-
-
-
Loading & Unloading
1367.99
-
61.02
Haulage
180574.68
-
4.2
Carriage of Non-Stock Materials : (Lead 60 km).
-
-
-
Consumption of Stone Chips
-
-
-
loading
-
-
-
Loading & Unloading
100.44
-
110.58
Haulage
13258.08
-
4.2
Section B
-
-
-
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 =
427.9401
-
210.35
Retaining wall and Brest wall :
-
-
-
(b) Intermediate band of Random Rubble masonry with cement mortar In cement mortar (1:5) , ( 1 (cement) : 5(sand))
763
-
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).
182.2222
-
487.58
Carriage of Stock Materials : (Lead 10 km).
-
-
-
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
loading
75.546
-
94.24
Unloading
75.546
-
94.24
Haulage
755.46
-
4.2
Carriage of Non-Stock Materials : (Lead 57 km).
-
-
-
Consumption of Sand
-
-
-
Loading & Unloading
255.88
-
61.02
Haulage
30705.6
-
4.2
Carriage of Non-Stock Materials : (Lead 57 km).
-
-
-
Consumption of Stones
-
-
-
Loading & Unloading
965.96
-
110.58
Haulage
127506.72
-
4.2
Section C
-
-
-
Construction of Hill Side Drain
-
-
-
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
1011
-
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.
113.7375
-
605.1
Carriage of Stock Materials : (Lead 10 km).
-
-
-
Consumption of Cement/steel/Bitumen/Emulsion:
-
-
-
loading
35.385
-
94.24
Unloading
35.385
-
94.24
Haulage
353.85
-
4.2
Carriage of Non-Stock Materials : (Lead 60 km).
-
-
-
Consumption of Sand
-
-
-
loading
-
-
-
Loading & Unloading
67.94
-
61.02
Haulage
8152.8
-
4.2
Carriage of Non-Stock Materials : (Lead 57 km).
-
-
-
Consumption of Stones
-
-
-
Loading & Unloading
232.56
-
110.58
Haulage
30697.92
-
4.2
Section D (Road furnitures)
-
-
-
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
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
-
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
-
-
-
(a) 900 mm equilateral triangle
5
-
6008.65
(b) 600 mm side octagon
5
-
3524.49
MRL04-RUMTEK REY RANKA ROAD TO FALAY BUSTY VIA TYEMPEM BUSTY
-
-
-
Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703
3
-
2130.63
Ordinary Kilometer Stone (precast/ cast-in-situ)
-
-
-
Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703
9
-
609.13
200 M Stone (precast/ cast-in-situ)
-
-
-
Providing and fixing 'Logo' of PMGSY project
-
-
-
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 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 600mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
2
-
6254.77
1) 900 mm side octagon
12
-
6008.65
i) 600 mm equilateral triangle
12
-
3524.49
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
-
272.43
(4) Boundary Pillar
60
-
479.84
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
-
-
-
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
3428.88
-
200.49
Compacting Cut Formation :
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
1714.4
-
36.71
Stabilisation of Sub-Bases and Base
-
-
-
Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
8901.9
-
13.78
Stabilized Sub base / Base: Providing, laying, Spreading and compacting in-situ/borrow area soil /Murrum of CBR 5% mixed with / without 30% of granular Grade-I material. Application: (1) Rip and loosen the soil with tractor operated ripper / rotavator upto depth of 150 mm. Apply 0.75 - 1 kg /cum organosilane Nanotechnology with OMC water (1000 ppm TDS) on loose soil with scarification, (2) Spread cement @ 3% by soil weight in treated & dry soil , (3) 0.75 kg/cum of nano acrylic Co-Polymer with OMC water (1000 ppm TDS) on loose soil-cement with scarification. Grade the soil (4) Spread single layer of 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer.
(5).Compact the soil-aggregate surface with 8 to 10 tonne vibratory power roller to achieve smooth stone embedded layer with the desired density.
(6).Waterproofing the top compacted surface with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3ltrs/sqm in two spray application (1.5 ltrs. + 1.5 ltrs.).
Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. UCS @ 7 days = 4.50
1780.38
-
2126.6
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.
8242.5
-
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
8242.5
-
17.53
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.Open graded premix surfacing using cationic bitumen emulsion
8242.5
-
183.85
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
8242.5
-
61.58
Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .
219.39
-
337.53
Carriage of Stock Materials (cement,steel,bituminous) : lead 162.5km
-
-
-
Loading
35.37
-
110.42
Unloading
35.37
-
100.42
Haulage
5747.6
-
4.2
Carriage of Stone chips & stone dust : Lead 42km
-
-
-
Loading & Unloading
583.55
-
61.02
Haulage
53921.3
-
4.2
Carriage of Stone chips & stone dust :(for premix) Lead 42 km
-
-
-
Loading & Unloading
222.5
-
61.02
Haulage
20563.6
-
4.2
Carriage of Soil from borrow pit : Lead 7.0 km
-
-
-
Loading & Unloading
1246.2
-
61.02
Haulage
15702.9
-
4.2
Protective work
-
-
-
Earthwork in excavation by Mechanical means / manual means in foundation trenches including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
110.357
-
210.35
(a) Intermediate band of Random Rubble masonry with In cement mortar (1:5) ,(cement) : 5(sand) (b) Providing and Laying Hand Packed wall with clean hard selected stone i/c centering aligning and slopes /curves etc .
591.9939
-
2886.02
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.
406.7399
-
3441.42
Providing and laying of boulders apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh ( weaved diagonally including 10 % extra for laps and joints laid with syone boulders weighing less than 40 kgs each
212.926
-
1885.37
Backfilling behind abutment ,wing wall and return wall complete as per drawings with well packed graded filter to a thickness not less than 600mm with small 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
610
-
487.58
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
2198
-
658.85
Carriage of stock materials (25 km radius) Gangtok
-
-
-
Loading & Unloading
299.337
-
184.8
Haulage
7483.42
-
4.2
Carriage of non-stock materials (65 km radius) Gangtok (Sand)
-
-
-
Loading & Unloading
576.02
-
61.02
Haulage
68892.131
-
4.2
Carriage of non-stock materials (65 km radius) Gangtok (Stone)
-
-
-
Loading & Unloading
1504.118
-
110.58
Haulage
208531
-
4.2
1.5 X 1.00 mtrs Rcc Culverts
7
-
423934
T01-Link road from Chandu pul to Chettri Gaon
-
-
-
(4) Boundary Pillar
-
-
-
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
-
-
-
Construction of Subgrade and Earthen Shoulders
-
-
-
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
3109.08
-
200.49
Compacting Cut Formation :
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
1554.54
-
36.71
Stabilisation of Sub-Bases and Base
-
-
-
Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
8071.65
-
13.5
Stabilized Sub base / Base: Providing, laying, Spreading and compacting in-situ/borrow area soil /Murrum of CBR 5% mixed with / without 30% of granular Grade-I material. Application: (1) Rip and loosen the soil with tractor operated ripper / rotavator upto depth of 150 mm. Apply 0.75 - 1 kg /cum organosilane Nanotechnology with OMC water (1000 ppm TDS) on loose soil with scarification, (2) Spread cement @ 3% by soil weight in treated & dry soil , (3) 0.75 kg/cum of nano acrylic Co-Polymer with OMC water (1000 ppm TDS) on loose soil-cement with scarification. Grade the soil (4) Spread single layer of 13.2 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate layer.(5).Compact the soil-aggregate surface with 8 to 10 tonne vibratory power roller to achieve smooth stone embedded layer with the desired density.(6).Waterproofing the top compacted surface with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3ltrs/sqm in two spray application (1.5 ltrs. + 1.5 ltrs.).Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. UCS @ 7 days = 4.50
1614.33
-
2305.52
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.
7473.75
-
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.
7473.75
-
17.53
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.Open graded premix surfacing using cationic bitumen emulsion
7473.75
-
183.85
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
7473.75
-
61.58
Providing and laying Bituminous wearing course with 20mm thk premix carpetting over tack coat laid on concrete surface of deck slab of bridge/culvert and seal coat Type B over premix carpetting as per drawing including laying the same with proper camber and curing so as to avoid formation of shrinkage cracks in hot weather as per Technical specifications cl. 508, 503, 510 .
146.26
-
337.5285
Carraige of stock materials:(lead=127km)
-
-
-
Consumption of Cement/steel/Bitumen Emulsion :
-
-
-
Loading
32.05
-
110.42
Unloading =
32.05
-
100.12
Haulage =
4070.35
-
4.2
Carraige of non-stock materials:(lead:55)
-
-
-
Consumption of stone chips & stone dust :
-
-
-
Loading & unloading
529.139
-
61.02
Haulage =
64025.82
-
4.2
Carriage of stine chips and stone dust (for premix)(lead 55)
-
-
-
Loading & unloading
201.79
-
61.02
Haulage =
24416.59
-
4.2
Carriage of soil from borrowpit (lead-10km)
-
-
-
Loading & unloading
1130.031
-
61.02
Haulage =
20340.558
-
4.2
Setion B (P/WORK)
-
-
-
Retaining wall & Brest wall :
-
-
-
a)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
113.6089
-
210.35
(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for Brest wall .
527.0287
-
2886.02
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.
348.4459
-
3441.42
P/L of boulder apron laid in wire crates with 4mm dia G I wire conforming to IS 280 & diagonally i/c 10% extra for laps & joints laid with with stone boulders weighing not less than 25 kg all complete.
242.5078
-
1885.37
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).
798.25
-
487.58
Carraige of stock materials(35km)
-
-
-
Loading
101.4974
-
94.24
Unloading =
101.4974
-
94.24
Haulage =
3114.056
-
5.57
Carraige of Sand(Lead:55km)
-
-
-
Loading& unloading
235.8121
-
61.02
Haulage =
23864.1796
-
4.2
Carraige of Stone(Lead:55km)
-
-
-
Loading& unloading
1646.089
-
110.58
Haulage =
190123.2845
-
4.2
Setion C
-
-
-
Construction of Hill Side Drain
-
-
-
Construction of hill side drain 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
1982
-
661.65
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
222.98
-
560.28
Carraige of stock materials(Lead:35km)
-
-
-
loading
69.37
-
94.24
Unloading =
69.37
-
94.24
Haulage =
2427.95
-
4.2
Carraige of Sand(Lead:55km)
-
-
-
Loading & unloading
133.19
-
61.02
Haulage =
14650.9
-
4.2
Carraige of Stone(Lead:55km)
-
-
-
Loading& unloading
455.91
-
110.58
Haulage =
55165.11
-
4.2
SECTION D:-(CULVERT)
-
-
-
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.
155.616
-
249.76
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
103.2544
-
3018.41
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
76.4398
-
3018.41
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
2.7
-
806.02
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
19.8
-
4952.35
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
2.79
-
4952.35
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
47.6
-
290
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
42.312
-
487.58
Providing tar paper bearing under the deck slab etc complete as per drawing and Technical Specifications
12.6
-
100
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
181.536
-
264.08
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
31.6125
-
6742.8
Filling fondation and plinth with excavated earth well watered and rammed etc complete as per drawing and Technical Specifications
51.872
-
135.28
Carraige of stock materials(Lead:30km)
-
-
-
CEMENT:-
-
-
-
loading
256.2537
-
9.42
Unloading =
256.2537
-
9.42
Haulage =
7687.612
-
0.42
HYSD BAR
-
-
-
loading
59.178
-
10.2
Unloading =
59.178
-
10.2
Haulage =
1775.34
-
0.42
Carraige of STONE CHIPS(Lead:20km)
-
-
-
Loading & unloading
20.331
-
61.02
Haulage =
406.62
-
6.93
Carraige of Sand(Lead:20km)
-
-
-
Loading & unloading
73.0585
-
61.02
Haulage =
1461.1691
-
6.93
Carraige of Stone(Lead:20km)
-
-
-
Loading& unloading
191.5139
-
61.02
Haulage =
3830.2772
-
6.93
SECTION E (ROAD FURNITURES)
-
-
-
Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703
2
-
2210.11
Ordinary Kilometer Stone (precast/ cast-in-situ)
3
-
1335.58
Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703
-
-
-
200 M Stone (precast/ cast-in-situ)
9
-
401.82
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
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 we
2
-
6254.77
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
-
-
-
900mm side equilaterial triangle
12
-
1519.55
600mm side equilateral triangle
12
-
1496.1
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
12
-
6008.65
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
-
272.43
T08-Andheri to Gakcha
-
-
-
(4) Boundary Pillar
-
-
-
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
-
-
-
Construction of Subgrade and Earthen Shoulders
-
-
-
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
3075.12
-
200.49
Construction of granular sub-base by providing local material, spreading in uniform layers, watering, ramming to required template and consolidating with power road roller 80-100 kN capacity to achieve the desired density complete. The thickness of the compacted base to be 150 mm. Work to be done as per direction of Engineer-in-charge .
1297.3163
-
1169.17
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.
734.7375
-
1626.49
Water Bound Macadam Base (Grade-III):Using screening Type BProviding, 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.
734.7375
-
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.
9829.5
-
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.
9796.5
-
17.53
Close Graded Premix Surfacing/Mixed Seal Surfacing(Mechanical means HMP of appropriate capaity not less then 75 tonnes/hour.Providing ,laying and rolling of close -graded premix surfacin material of 20mm thickness composed of 11.2mm to 0.9mm(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)
9796.5
-
201.46
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
9796.5
-
61.58
Carraige of stock materials:(lead=140km)
-
-
-
Consumption of Cement/steel/Bitumen Emulsion :
-
-
-
Loading
41.929
-
110.42
Unloading =
41.929
-
100.12
Haulage =
5325
-
4.2
Carraige of non-stock materials:(lead:55)
-
-
-
Consumption of stone chips & stone dust :
-
-
-
Loading & unloading
3982.3354
-
61.02
Haulage =
481862.5834
-
4.2
Carraige of non-stock materials:(lead:55)
-
-
-
Loading & unloading
364.21
-
61.02
Haulage =
42673.554
-
4.2
Setion B
-
-
-
Retaining wall & Brest wall :
-
-
-
a)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
103.5635
-
210.35
(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for Brest wall .
353.0536
-
2886.02
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.
653.2426
-
3441.42
P/L of boulder apron laid in wire crates with 4mm dia G I wire conforming to IS 280 & diagonally i/c 10% extra for laps & joints laid with with stone boulders weighing not less than 25 kg all complete.
192.5111
-
1885.37
Providing and laying stone filling in building works with clean hard selected stones, all complete
1525
-
487.58
Carraige of stock materials(35km)
-
-
-
Loading
135.1639
-
94.24
Unloading =
135.16
-
94.24
Haulage =
4730.7351
-
5.57
Carraige of Sand(Lead:55km)
-
-
-
Loading& unloading
251.5892
-
61.02
Haulage =
25460.8236
-
4.2
Carraige of Stone(Lead:55km)
-
-
-
Loading& unloading
1917.2651
-
110.58
Haulage =
221444.1181
-
4.2
Setion C
-
-
-
Construction of Hill Side Drain
-
-
-
Construction of hill side drain 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
2488
-
661.65
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
279.91
-
560.28
Carraige of stock materials(Lead:35km)
-
-
-
loading
87.08
-
94.24
Unloading =
87.08
-
94.24
Haulage =
4.18
-
3062.5
Carraige of Sand(Lead:40km)
-
-
-
Loading & unloading
167.2
-
61.02
Haulage =
18392
-
4.2
Carraige of Stone(Lead:40km)
-
-
-
Loading& unloading
572.31
-
110.58
Haulage =
69249.51
-
4.2
SECTION D:-(CULVERT)
-
-
-
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.
155.616
-
249.76
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
103.2544
-
3018.41
stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202,and 1204(1:5)
76.4398
-
3018.41
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
2.7
-
806.02
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
19.8
-
4952.35
Plain/Reinforced Cement Concrete of grade M-20(1:2:4) in complete as per Drawing and Technical Specifications.
2.79
-
4952.35
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
47.6
-
290
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
42.312
-
487.58
Providing tar paper bearing under the deck slab etc complete as per drawing and Technical Specifications
12.6
-
100
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
181.536
-
264.08
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
31.6125
-
6742.8
Filling fondation and plinth with excavated earth well watered and rammed etc complete as per drawing and Technical Specifications
51.872
-
135.28
Carraige of stock materials(Lead:30km)
-
-
-
CEMENT:-
-
-
-
loading
256.2537
-
9.42
Unloading =
256.2537
-
9.42
Haulage =
7687.612
-
0.42
HYSD BAR
-
-
-
loading
59.178
-
10.2
Unloading =
59.178
-
10.2
Haulage =
1775.34
-
0.42
Carraige of STONE CHIPS(Lead:20km)
-
-
-
Loading & unloading
20.331
-
61.02
Haulage =
406.62
-
6.93
Carraige of Sand(Lead:20km)
-
-
-
Loading & unloading
73.0585
-
61.02
Haulage =
1461.1691
-
6.93
Carraige of Stone(Lead:20km)
-
-
-
Loading& unloading
191.5139
-
61.02
Haulage =
3830.2772
-
6.93
SECTION E (ROAD FURNITURES)
-
-
-
Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703
3
-
2210.11
Ordinary Kilometer Stone (precast/ cast-in-situ)
3
-
1335.58
Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703
-
-
-
200 M Stone (precast/ cast-in-situ)
9
-
401.82
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
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 we
2
-
6254.77
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
-
-
-
900mm side equilaterial triangle
12
-
1519.55
600mm side equilateral triangle
12
-
1496.1
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
15
-
6008.65
Construction of job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
-
272.43
MRL23-Pakyong Machong SPWD ROAD Km2 to Pachey via Theeng Dara.
-
-
-
(4) Boundary Pillar
-
-
-
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
50
-
479.84
Construction of Subgrade and Earthen Shoulders
-
-
-
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads trasporting to site,spreading grading to required slope and compacted to meet requirement of table300.2 with lead upto 1000 mtr as p
1299.38
-
200.49
Compacting Cut Formation :
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
1594.69
-
36.71
Construction of granular sub-base by providing local material, spreading in uniform layers, watering, ramming to required template and consolidating with power road roller 80-100 kN capacity to achieve the desired density complete. The thickness of the compacted base to be 150 mm. Work to be done as per direction of Engineer-in-charge .
1328.906
-
1169.17
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.
738.28
-
1626.49
Water Bound Macadam Base (Grade-III):Using screening Type BProviding, 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.
738.28
-
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.
9843.75
-
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.
9843.75
-
17.53
Close Graded Premix Surfacing/Mixed Seal Surfacing(Mechanical means HMP of appropriate capaity not less then 75 tonnes/hour.Providing ,laying and rolling of close -graded premix surfacin material of 20mm thickness composed of 11.2mm to 0.9mm(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)
9843.75
-
201.46
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
9843.75
-
61.58
Carraige of stock materials:(lead=140km)
-
-
-
Consumption of Cement/steel/Bitumen Emulsion :
-
-
-
Loading
42.13
-
110.42
Unloading =
42.13
-
100.12
Haulage =
5898.2
-
4.2
Carraige of non-stock materials:(lead:45)
-
-
-
Consumption of stone chips & stone dust :
-
-
-
Loading & unloading
3960.14
-
61.02
Haulage =
392053.95
-
4.2
Carraige of non-stock materials:(lead:60)
-
-
-
Loading & unloading
265.78
-
110.58
Haulage =
35082.96
-
4.2
Setion B
-
-
-
Retaining wall & Brest wall :
-
-
-
a)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
1241.8265
-
210.35
(b) Random Rubble masonry with cement mortar ( In cement mortar (1:5) , ( 1 (cement) : 5(sand)) for Brest wall .
1352.4538
-
2886.02
c) Handpacked Dry stone wall:
172.075
-
763.5
P/L of boulder apron laid in wire crates with 4mm dia G I wire conforming to IS 280 & diagonally i/c 10% extra for laps & joints laid with with stone boulders weighing not less than 25 kg all complete.
659.1731
-
1885.37
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).
158.6
-
487.58
Carraige of stock materials(35km)
-
-
-
Loading
138.356
-
94.24
Unloading =
138.356
-
94.24
Haulage =
4842.46
-
4.2
Carraige of Sand(Lead:40km)
-
-
-
Loading& unloading
468.63
-
61.02
Haulage =
37490.4
-
4.2
Carraige of Stone(Lead:40km)
-
-
-
Loading& unloading
2601.28
-
110.58
Haulage =
228912.8
-
4.2
Setion C
-
-
-
Construction of Hill Side Drain
-
-
-
Construction of hill side drain 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
2500
-
661.65
P/L hand packed stone soling of specified thickness with clean hard selected stones all complete
281.25
-
560.28
Carraige of stock materials(Lead:35km)
-
-
-
loading
87.5
-
94.24
Unloading =
87.5
-
94.24
Haulage =
3062.5
-
4.2
Carraige of Sand(Lead:40km)
-
-
-
Loading & unloading
168
-
61.02
Haulage =
15120.24
-
4.2
Carraige of Stone(Lead:40km)
-
-
-
Loading& unloading
575.0625
-
110.58
Haulage =
56931.6667
-
4.2
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
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 we
4
-
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
-
-
-
900mm side equilaterial triangle
16
-
6008.65
600mm side equilateral triangle
16
-
3524.49
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