Ajmer Development Authority Tender
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Costs
EMD
₹ 2,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ADA_152533_1Bid Award Id
ViewTender No
NIT No 4/2019-20/1Tender Authority
Ajmer Development Authority ViewPurchaser Address
-Website
http://www.adaajmer.org/
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Documents
BOQ Items
Providing and laying Plain cement concrete mix with stone aggregate 20mm nominal sixe mechically mixed and vibrated in foundation upto a depth of 1.50 metres below ground level and / or 1.50 metres above ground/bed level as per MoRTH Specificaton Clause : 1000 & 1700 with all lead R.C.C. grade M-20 in superstructure upto 4.5 mtr from ground level excluding cost of steel reinforcement but including the cost of centering and shuttering
956.75
-
3700
Providing and fabricating steel reinforcement for RCC work including cutting, bending, placing in postin and binding complete including cost of binding wire as per MoRTH Specification : Section 1000 & 1600 TMT Steel reinforcement
136
-
43000
Supply at site of work well decayed farmyard manure from any available source approved by the Engineer in charge including carriage, screening and stacking.
1100
-
165
Spreading of sludge farm-yard manure or/and good earth in required thickness (cost of sludge, farm-yard manure or.and good earth to be paid for saparately)
1100
-
8.5
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH Specification Clause 803
4275
-
50
Supplying of cautionary / warning sign board 90 cm equilateral triangle made out of 2.0 mm thick aluminum sheet face to be fully covered by white/blue high intensity grade retro reflective sheeting with Red/ white symbol, cut out or screen printed background with epoxy paint complete confirming to MoRTH Specification Clause 801 with angle iron post 65 X 65 X 6mm. 3mtr. long
15
-
4345
Supplying of informatory / reteo reflective sign board size 60 X 80 cm made out of 2.00 mm thick alumimum sheet face to be fully covered by white / blue high intensity grade retro reflective sheeting with Red/ white symbol, cut out or screen printed background with epoxy paint complete confirming to MoRTH Specification Clause 801 with angle iron post 65X65X6 mm, 3mtr. long
11
-
4455
Supply of Hazard marker made out of 2 mm thick M.S. sheet size 300 x 300 x 3 mm framed with angle iron 25 x 25 x 3 mm and fixed n channnel posts 75 x 40 x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos. 5 cm dia. reflective sheet on white reflective bak griund with additional boarder of 1.25 cm all around it.
5
-
690
Excavation in Hard Rock with disposal upto 1000 mExcavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
1420
-
196
Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305) In Ordinary Soil, Mechanically by power shovel including mechanical loading and carriage upto 1 m tipper/dumper. For Road widening
1080
-
34
Providing and laying granular sub- base having P.I. not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desireed density to required camber and grade including cost of water and hire charges of machinery, including T & P and all lead of material from quarry (compacted thickness to be measured) Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 20 to achieve 95% proctor density
480
-
250
Providing, Laying, spreading and compacting crushed graded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premix the material with water to OMC in mechanical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grade/ 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, guarging, barricatding and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead
600
-
950
Providing and applying primer coat over prepared surface of prabular base with bitumen emulsion as per IS : 8887 & manufacturer,s specification @ 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 Clause - 502,112
2400
-
23
Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer,s specifications @ 2 kg/ 10 sqm with a self propelled or towed bitumen pressure sprayyer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CL. 503,112
2400
-
8
Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregrate as per table 500 - 4, for base/binder course including loading of aggregrates with F.E. loader and heating and mixing of stone aggregrate and bitumin (including cost of antistripping compound wherever required) in hot mix plant, transporting the mixed material in tipper to paver and laying mixed material with sensor paver finisher to the required level and grade, rolling bt power roller & vibratory compactor to achieve the desired density ( as per job mix formula approved by the department ) excluding cost of primer / tack coat (MoRTH Specification : Clause 504,112) with 3.30% bitumen with all lead. with bitumen grade VG 30
192
-
4686
Providing laying & consolidation semi Dense Bituminous Concrete, as per Design mix, on prepared surface with specified graded crushed aggregates (as per table 500-15) for wearing course including loading aggregates with F.E. loader haeating aggregate and binder in Hot Mix Plant 40-60 TPH, (including cost of anti-stripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher with sensor, to the required level, rolling with Vibratory compactor or 150 to 250 KN pneumatic tyred roller with TP= 0.7 MPa and power roller to achieve the desired density (as per approved job mix), but excluding primer/tack coat. {MoRTH Specification : Clause 508}. 25 to 30 mm compacted using 5% binder , gradign-2 with lead of mix material 1 km with straight run bitumen grade VG 30
72
-
6600
P & Laying of hot applied thermo plastic compoune inclusive of type-1 reflectorising glass bead as per table 800.3 , 800.4 applied in uniform thickness of atleast 2.5mm as per Morth specification
360
-
590
Interlocking Concrte Block Pavements Providing and laying of interlocking concrte block pavements having thickness 80 mm as per drawing and technical specification
375
-
550
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