CONSTRUCTION OF INTERNAL ROADS FOR HQ CE (P) SHIVALIK AT MAJRIGRANT DISTT DEHRADUN IN UTTARAKHAND STATE

Amount

Earthwork in embankment by filling with earth free from roots etc (out of quantity retrieved at s/No. 01 above). spreading in layers not exceeding 30 cm including watering and compaction by mechanical means to achieve desired density and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method is adopted.(out of quantity retrieved at Sl No. 2 above)

Construction of brick masonry drain 450 mm depth and 600 mm wide including finishing channels complete all as shown and specified in the drawings all as specified in Special conditions and Particular Specifications.

Construction of 7.90 mtr long and 600 mm dia RCC NP2 Hume pipe Culvert including excavation of earth work, PCC 1:3:6 type C-2 in foundation, Brick work in parapet, rendering in CM 1:4 and white washing complete as per the approved design and drawings and all as specified in Special conditions and Particular Specifications

Preparation of sub-grade by dressing earth to required camber or super elevation and consolidating with power roller including watering & disposal of surplus material by any mean to dumping location or as directed by engineer in charge.

Providing, laying, spreading and compacting of GSB 15 cm thick (compacted ) with stone aggregate conforming to grading No 1 as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete all as specified in Special conditions and Particular Specifications.

Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical requirement as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 150 mm (2 layer of 75 mm), including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding.

Providing and laying 50 mm thick BM layer with precoated stone aggregates physical requirements/grading/mix composition as per Table 500-6 & 500-7 of MORT&H specifications for road & Bridge works (Fifth Revision) mixed with minimum 3.4% VG-10 by means of total mix conforming to the requirements IS:73 laid with sensor paver finisher and rolled as per Clause 501.6 and 501.7 of MORT&H specifications for road & Bridge works (Fifth Revision) and achieve desired compaction (including cost of conveyance of mix), all as specified as per Particulars Specifications.

Providing and laying 40 mm thick BC layer with precoated stone aggregates physical requirements/grading/mix composition as per Table 500-16, 500-17 of MORT&H specifications for road & Bridge works (Fifth Revision) mixed with minimum 5.4% VG-10 conforming to the requirements of IS:73 laid with sensor paver finisher and rolled as per Clause 501.6 and 501.7 of MORT&H specifications for road & Bridge works (5th Revision) and achieve desired compaction (including cost of conveyance of mix), all as specified as per Particulars Specifications

Providing and applying Prime Coat with bitumen emulsion complying with IS 8887 on prepared granular surface including clearing of road surface & spraying primer using mechanical means conforming to clause No.502 of MORT&H Specification for Road & Bridge Works (5th Revision)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MORT&H Specification for Road & Bridge Works (5th Revision)

Providing and laying of kerb stone (Concrete or granite or trap stone) of roughly squared stones of size 20 cm x 30 cm all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20 mm jointed in CM 1:6 and struck flush complete as per the approved design and drawings and all as specified in Special conditions and Particular Specifications.

Construction of continuous brick edging with using best quality burnt bricks, width equal to the width of whole brick, laid dry on end vertically including necessary earth work using locally available best quality bricks all as specified as per the approved design and drawings and all as specified in Special conditions and Particular Specifications.

Road Marking (Edge Line) with Thermoplastic Paint (2.5 mm thick) on Bituminous Surface as per Clause 803.4 of MoRT&H Specification for Road & Bridge works (Fifth Revision) and Particular Specifications.

M/S AGARWAL BROTHERS