Infrastructure Enhancement for Efficient Loading and Unloading at Marshalling yard in VOC Port

Amount

Schedule -A - Loading platform at Track No.7

Cleaning the Juliflora jungle, debris and bushes including up rooting juliflora trees, rank vegetation, grass, wood saplings ans trees not exceeding 30m girth etc., and removing not exceeding 50m outside the periphery of the area cleared and filling andlevelling the pits formed where the trees are up rooted etc., including all labour, tools, etc., complete and as directed by the departmental officers.

Earthwork in bulk excavation (exceeding 30cm in depth, 1.5m in width as well as 10 Sqm. on plan) including disposal of excavated soil lead upto 50m, disposed soil to be levelled and neatly dressed etc., complete complying with AISS and as directed by the departmental officers.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 etc., complete as per clause 305 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers.

Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M. Sand (Crushed Stone Sand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers.

Fabricating and placing in position of M.S / Tor steel grills for R.C.C works in all floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers

Providing Form work including centring, shuttering, (shuttering Planks shall not less than 38 mm thick) so as to give a rough finish shuttering and propping etc., in all floors upto full height of the building and removal of the same for in situ RCC work such as beam, slabs, lintels, sunshade etc., complete complying with AISS and as directed by the departmental officers.

Providing and laying Reinforced Cement Concrete 1:1.5:3 (One part of cement, One and a half parts of M. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) using 20 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., and excluding the cost of form work and reinforcement grills for all RCC works in all floors upto full height of the building etc., complete complying with AISS and as directed by the departmental officers.

Providing and laying Plain Cement Concrete 1:1.5:3 (One part of cement, One and a half parts of M. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) for RCC works using 20 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers.

Supplying and laying in trenches 110 mm dia. PVC inflow pipe line 6 Kg./CM2 with necessary pipe specials such as elbow, tee, union joint etc., and the joints being tightened including threading cost of pipe, specials etc., complete complying with AISS and as directed by the departmental officers.

Supplying and laying impregnated bitumen pad of 20 mm thickness and 275 mm depth (approximately) for expansion joints to the required length as specified in the drawing and as directed including making necessary holes in the pad and fixing the same in to the dowel bars all labour, materials, transportation, tools, equipment etc., complete and as directed by the departmental officers. Note: 1.The rate shall include making necessary holes in the pad for fixing the same in to the dowel bars. 2.The joint filler shall comply with IS 1838 - 1983 or its latest edition.

Schedule -B- Bituminious surface for loading platform at Track No.7

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg. / Sqm. using mechanical means as per Clause 502 of MORT&H Specification (Fifth Revision) including cost of bitumen emulsion, labour, T&P etc., complete and as directed by the departmental officers.

Providing and laying Dense bituminous macadam to the required thickness with 100-120 TPH Hot Mix Plant producing an average output of 75 TPH using crushed aggregates of specified grading, premixed with Bituminous binder @ 4.0 to 4.5 Percent by weight oftotal mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification (Fifth Revision) Clause No.505 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as directed by the departmental officers.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg. per Sqm. on the prepared bituminous / granular surface cleaned with mechanical brooms including cost of bitumen emulsion, labour, T&P etc., complete as per clause 503 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers.

Providing and laying Bituminous Concrete (BC) to the required thickness with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with Bituminous binder @ 5.4 to 5.6 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specification (Fifth Revision) clause No. 507 complete in all respects including cost of bitumen, labour, materials, T&P etc., complete and as directed by the departmental officers.

Schedule -C : Providing Concrete loading platform in between track 1&2

Scarifying the existing bituminous surface to a depth of 50 mm by mechanical means using Hydraulic excavator and disposal of scarified material within all lifts and lead upto 1000 meters including cost of labour, tools, transportation, driver bata etc.,complete as per clause 305 of MORT&H Specification (Fifth Revision) and as directed by Engineering in Charge.

Providing and laying in position of 75micron LDPE poly sheet membrane for road construction including overlaps over the WMM/GSB surface and including cost of polysheet and laying charges etc., complete and as directed by the departmental officers.

Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M. Sand (Crushed Stone Sand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers.

Providing and laying Plain Cement Concrete 1:1.5:3 (One part of cement, One and a half parts of M. Sand (Crushed Stone Sand) & Three Parts of graded stone aggregate (i.e.) 2 parts of 20mm nominal size graded metal & 1 part of 10mm nominal size graded metal) for RCC works using 20 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers.

Fabricating and placing in position of M.S / Tor steel grills for R.C.C works in all floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers.

Providing Form work including centring, shuttering, (shuttering Planks shall not less than 38 mm thick) so as to give a rough finish shuttering and propping etc., in all floors upto full height of the building and removal of the same for in situ RCC work such as beam, slabs, lintels, sunshade etc., complete complying with AISS and as directed by the departmental officers.

Supplying and laying impregnated bitumen pad of 20 mm thickness and 275 mm depth (approximately) for expansion joints to the required length as specified in the drawing and as directed including making necessary holes in the pad and fixing the same in to the dowel bars all labour, materials, transportation, tools, equipment etc., complete and as directed by the departmental officers. Note: 1.The rate shall include making necessary holes in the pad for fixing the same in to the dowel bars. 2.The joint filler shall comply with IS 1838 - 1983 or its latest edition.

Providing and fabricating 32mm dia MS bars and placing in position as dowel bars for expansion joints as per details shown in the drawing and as directed including all handling, cutting, bending, all labour, materials, equipment, tools etc., complete.Dowel bar of length 500mm for expansion joints (one half of the rod painted with bitumen and greased to avoid bonding with concrete) including providing necessary PVC sleeve & cap, cotton waste @ 300mm c/c etc., complete and as directed by the departmental officers.

Supplying and laying bitumen sealing compound of grade 'A' conforming to IS 1834 - 1984 (or its latest edition) for Longitudinal joints and Contraction joints to a width of 10mm and 65mm deep for filling and including painting the edges of the joint with an approved primer all as specified and as directed at site of work including all materials, labour, tools, equipment, fuel, etc., complete and as directed by the departmental officers.

P. JEFFERSON SAMUEL RAJ & SONS (BID ID -868634)

RSK CONSTRUCTION AND PROJECTS (BID ID -866410)

RKANDSONS (BID ID -868442)

TTK Construction (BID ID -868615)

DECCAN CONSTRUCTION COMPANY (BID ID -868480)

N S PERIASAMY AND CO (BID ID -867693)

EMJAY CONSTRUCTIONS (BID ID -867918)