Construction work of access road from Patel Seva Sansthan to electric crematorium on the north side parallel to Small Shastri Setu

Amount

Construction of embankment with approved material obtained from Right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Excluding cost of GST.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location in near vicinity. Excluding cost of GST. (Open Area)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Excluding cost of GST. (Compaction only)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Excluding cost of GST.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Excluding cost of GST.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm . Excluding cost of GST.

Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Excluding cost of GST.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular surface cleaned with mechanical broom. Excluding cost of GST.

Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. Excluding cost of GST.

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. Composition of thermlo pastic material shall be as per table 800-3 of Morth including cost of all material, labour T&P etc. required for proper completion of work as per direction of E/I. Edge Line. Excluding cost of GST.

Supply and fixing of Raised Pavement marker (Cat Eyes) of Avery Dennision/3M make of approved quality in size of width not exceeding 20 mm and height not exceding 20 mm made up to strong Engineering Polymer thermoplastic polyurethene with Electronic welded abrasion resistant lenses for Retro Reflective in dry and wet weather condition alone with Bituminous adhesive as per MORTH Specification. in Ababadi Portion Only. Excluding cost of GST.

Re-const of Np-3 hume pipe culvert -350 mm dia including cost of all material, labour T&P etc. required for proper completion of work as per Govt. specifications and as per direction of EIC; [a). 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 b).6" thick Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days; c) S/l of 350mm dia NP-3 H.P.]; Excluding cost of GST

Construction of U-Drain (including cost of earthwork in excavation, Cement Concrete (1:3:6), R.C.C (1:1½:3), Formwork and MS Steel Reinforcement Work and all material, labour T&P etc. required for proper completion of work as per Govt. specifications and as per direction of EIC Excluding cost of GST; [Typical Cross-Section of U-Drain is shown at Page No. 64 of Tender Document]

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.; Excluding cost of GST

Brick masonry work with Ist Class Bricks in 1:3 (cement mortar) in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications; Excluding cost of GST

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications; Excluding cost of GST

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications; Excluding cost of GST

Widening of Culvert- 6.00 m span a). Earthwork in Excavation for structures as per Drawing and technical specification Clause -305.1 including setting out, construction of shoring and bracing , removal of slumps and other deletorious material and disposal upto a lead of 50 metre, dressing of Central Portion, Return Portion & Certain Wall b). Providing concrete Reinforced concrete in open foundation complete , as per drawing and technical specification clause 802,803,1203 P.C.C. grade M-10, Nominal mix 1:3:6 for Central Portion, Return Portion, Certain Wall & flooring c). Brick masonary work with Ist class bricks in cement mortar in sub structure complete exepting pointing and plasterig, as per drawing and specification clause 602,603,604 and 1204 in Central Portion, Return Portion, Certain Wall d). Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clause 800,1205.4 and1205.5 in In Bed Block above Abutment, Dirt wall beside Slab & For couping of return wall e). Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clause 800,1205.4 and1205.5 in slab and pillars f). Suplying, Fixing, and placing HYSD bar reinforcement in superstructure as per drawing and technical specifications Clause 1002,1010,1202 @ 0.9% of R.C.C. Work. g). Numbering the culvert with paint h). Pointing with Cement Mortar (1:3) 15mm. Thick on brick work in superstructure as per technical specification Clauses 613.4 and 1204 in Abutment, Return wall & Parapet i). Plastering with cement mortar (1:4) 15 mm. thick on brick work in superstructure as per technical specification Clauses 613.4 and 1204

M/S D K ASSOCIATES (BID ID -3091631)