Rajasthan State Agricultural Marketing Board Tender
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Costs
EMD
₹ 14,84,540Document Cost
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₹ 1,000
Description
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Contact
Tender Id
2019_RSAMB_172542_1Bid Award Id
ViewTender No
RSAMB/Circle Kota/NIT-04/2018-19Tender Authority
Rajasthan State Agricultural Marketing Board ViewPurchaser Address
-Website
http://http://agriculture.rajasthan.gov.in/content/agriculture/en/RSAMB-dep.html
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Documents
BOQ Items
BY MECHANICAL MEANS
-
-
-
In area of Light Jungle
2.67
-
13271
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
18645
-
134
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth
-
-
-
(MoRTH specification : clause 301 to 305).
-
-
-
By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
1981
-
34
Providing, laying and spreading 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 vibratory power roller to achieve the desired density, complete as per clause 401.
-
-
-
Plant Mix Method
-
-
-
Grading-III
9223
-
621
Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404].
-
-
-
By mechanical means
-
-
-
Grading No.2 (63-45mm) Crusher Broken
5371
-
1182
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
2302
-
1471
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
30488
-
26
Add xtra to above item 1.5 per kg. per 10 sqm emulsion
30488
-
6.15
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
30488
-
9
Add extra for above item per 0.075 kg extra in emulsion per sqm
30488
-
3.075
Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift
-
-
-
50/75mm compacted thickness with 3.3% bitumen VG30 grade
1524
-
5195
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112)
-
-
-
In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
30488
-
104
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511).
-
-
-
Bitumen VG30 grade
30488
-
37
Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (including cost of bitumen)
440
-
169
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
491
-
575
Supply and fixing of Fibre - reinforced Ferro-Cement drain cover ( Light duty ) designated for class "B" loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm, anti-corrosive bitumen painted M.S. Plate Rim and on M.S. lifting hooks, additives & admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respect.
-
-
-
Span 701 mm to 1200 mm Standard Size 1500 x 700 mm
34
-
931
S & FCC 1:2:4 (M15) Precast kerb on dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing, earthwork, painting and jointing with cement mortar 1:4 of size.
-
-
-
15 × 40 cm
655
-
272
Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 200mm dia Internal
699
-
535
Earthwork in excavation of foundation structures as per drawing and technical specifications (MoRTH specification : clause No. 304)
-
-
-
By Mechanical Means ( dewatering not required)
-
-
-
Ordinary soil
5857
-
30
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700].
-
-
-
(a) Cement concrete 1:4:8 mix with crushed stone aggregate 40 mm nominal size.
827
-
3389
Providing and laying Reinforced Cement Concrete M-20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : clause 1000/1700)
2519
-
4769
Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600).
-
-
-
HYSD bars
137.37
-
64303
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).
-
-
-
600 mm dia
60
-
2358
P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.
-
-
-
110 mm dia
4896
-
188
160 mm dia
63
-
270
Stone masonry work in cement mortar 1:6 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400]
-
-
-
Random Rubble Masonry (coursed/uncoursed)
16
-
2940
(B) Providing, Laying & Commissioning of Pipe Line for Water Supply at New Mandi Yard Kunwarati KUMS Bundi
-
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of MATERIAL within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
1: 3: 6 or richer mix.
71
-
465
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable MATERIAL and disposal of unserviceable MATERIAL within 50 metres lead as per direction of Engineer-in-charge:
-
-
-
In cement mortar.
360
-
470
Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.
-
-
-
All Kind Soil
1080
-
167
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 soil as directed with a lead in a 50 meter including stacking of useful material if available :
-
-
-
Ordinary rock
1932
-
279
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
11
-
2621
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
-
-
-
M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
71
-
3896
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.
-
-
-
M20 grade Nominal Mix
35
-
4228
Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
359
-
113
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level.
-
-
-
Thermo-mechanically Treated bars (Conforming of relevent IS code)
2450
-
77
Supply and fixing of Fibre - reinforced Ferro-Cement drain cover ( Light duty ) designated for class "B" loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm, anti-corrosive bitumen painted M.S. Plate Rim and on M.S. lifting hooks, additives & admixture like plasticizer, shrinkage resistance compound, abrasion resistant etc. as per approved drawing and design complete in all respect.
-
-
-
Span 451 mm to 700 mm Standard Size 1000 x 800 mm
520
-
931
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
-
-
-
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
360
-
2114
Providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :
-
-
-
Stone slab 40 to 50 mm thick average.
180
-
431
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.
-
-
-
75mm thick with 20mm thick nominal size aggregate.
-
-
-
80 mm dia
720
-
362
Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202)
-
-
-
BY MANUAL MEANS
-
-
-
Granular courses
51
-
321
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
51
-
1471
Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
50
-
81
Making connection of G.I. distribution branch with G.I. main including all fitting.
-
-
-
Upto 25mm dia
410
-
253
Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.
-
-
-
Inside size 600 x 450mm depth upto 0.5 M Cement cover with frame.
6
-
2618
De-jointing and removing of already laid CI/DI pipes of following diameters in excavated trenches with care, without damaging pipes, CID Joints valves specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work)
-
-
-
125 mm
500
-
39
Laying, jointing, Testing and commissioning of ductile iron (DI) pipes of aany class in assorted length with specials, valves etc. including local handling and trasportation from PHED store and then refilling of soil with proper comection and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of earth work and jointing materials)
-
-
-
100 mm
500
-
39
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron(DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for portable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (center and local ) ransportation and freight charges, inspectino cahrges loading unloading charges including cost of labour material, special (tees, bends, etc.) satisfactories hydraulic disinfection etc. complete as per technical specifications and direction of Engineer-in-charge ; (excluding earth work)
Note: P/F of all requisite specials as per drawing design in layout are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
100 mm dia DI pipes K-7
4622
-
1239
150 mm dia DI pipes K-7
270
-
1770
200 mm dia DI pipes K-7
663
-
2149
Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
-
-
-
MS pipe special up to 600 mm dia (with minimum 5.0 mm thickness sheet)
500
-
111
Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated double flanged DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer incharge (Category "A" make kirloskar Bros Ltd. India valve co. (IVC) fouress Engineers Pvt. Ltd. VAG) manualy operated class PN-1.0
-
-
-
100mm dia
4
-
13700
150 mm dia
2
-
21100
Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer incharge.
-
-
-
0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm²
2
-
1280
Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B double flanged specials as per IS : 7181 in trenches complete (excluding jointing) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
-
-
-
Standard specials
100
-
95.5
Non-standard specials
100
-
98
(C) Remaining Construction of B.T. Road from Dolada canal Road (Near Railway Crossing) to NH-12 Mandi approach road towards Nanakpuriya via Ramkaran Gurjar house under KUMS Bundi
-
-
-
Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS. In area of Light Jungle
0.502
-
12761
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
387.055
-
122
Providing, laying and spreading 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 vibratory power roller to achieve the desired density, complete as per clause 401. By Mix in Place Method. Grading-III
236.625
-
498
Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By mechanical means. Grading No.1 (90-45mm) Hand Broken
56.25
-
1043
Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By mechanical means. Grading No.2 (63-45mm) Crusher Broken
42.415
-
1215
Providing laying, spreading and compacting stone aggregates of specific size as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404]. By mechanical means. Grading No.3 (53-22.4mm) Crusher Broken
66.88
-
1217
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @ 7.5 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
3825
-
27.25
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.
3825
-
10.7
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG10 grade
3825
-
96
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG10 grade
3825
-
29
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
1.8
-
3480
Kilometre Stone. Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary kilometer stone (precast)
2
-
1565
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia
40
-
1213
PART (B) C.D. WORK
-
-
-
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In Marshy soil upto 3m depth [MoRTH Specification : Clause 301].
25.82
-
143
Stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400]. Random Rubble Masonry (coursed/uncoursed)
106.66
-
3161
Providing and laying RCC M-20 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure upto 4 mtr. above 1.5 mtr. level from Bed/Ground level, excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : Clause 1000/1700)
0.723
-
4849
Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]
27
-
7702
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Sandy Material
48.75
-
947
Filter medium behind abutment, wing wall and return wall, complete as per drawing and technical specification. (Same as R7.20.3) [MoRTH Specification : Clause 2504].
27
-
853
Pointing of any design with cement mortar (1:3) on masonry work/in substructure at any height. [MoRTH Specification : Clause 1312].
139.54
-
52.6
Providing A.C. pipe Weep holes 150mm dia in Masonry/ plain Concrete/ Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
55
-
127
PART (C) RCC SLAB BRIDGE
-
-
-
Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].
-
-
-
In ordinary soil [MoRTH Specification : clause 301]. BY MANUAL MEANS. Depth upto 3m
244.42
-
109
In Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301] BY MECHANICAL MEANS
1126.12
-
103
Sand filling with compaction in wells complete as per level on drawing and technical specification : [MoRTH Specification : Clause 1209].
105.05
-
514
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
24.27
-
3344
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work. Upto 5 mtr. height
61.71
-
4833
Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]. HYSD reinforcement
7.647
-
53707
Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC in M-30 grade, including form work. Upto 5 mtr. height
82.68
-
4858
Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605.
15.75
-
1227
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
1.039
-
4132
Providing and laying reinforced cement concrete grade M-30 design mix railing complete as per drawing and technical Specification. [MoRTH Specification : 2703, 1500, 1600 & 1700]. Cast in Situ
30
-
1271
(D) Remaining Work of Normal Earth Filling For Shops Blocks at New Mandi Kunwarati Under KUMS Bundi.
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
By Mechanical Means
a) In area of non-thorny jungle
0.0015
-
11097
Supplying and fixing cut stone including earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.
Boundary stone (Size 10 x 10 x 90 cm)
1312
-
336
Banking excavated earth in layers not exceeding 20 cm in depth breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers, and rolling every 3rd and top-most layer with power roller 8 to 10 tonne capacity and dressing up in embankments for roads, flood banks marginal banks, and guide banks etc. lead upto 1000 Mtr. and lift upto to 1.5 Mtr. All kinds of soil
Deduct for not rolling with power roller of 8 to 10 tonne capacity for banking excavated earth in layers not exceeding 20 cm in depth and deduct for not watering the excavated earth for banking.
15991.12
-
118.3
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