Budget Work 2016-17 -Tirur LAC - Construction of Approach road of Thazhepalam Parallel Bridge in Malappuram District - Balance Work

Amount

Appendix A

3.13.1.B Excavation for Structures<br> Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoringand bracing, removal of stumps and other deleterious matter, dressing of sides andbottom,backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. <br> Ordinary soil - Mechanical Means (Depth upto 3 m)

2.4.1.A Dismantling of Structures :- By Manual Means <br>Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres -Lime Concrete, cement concrete grade M-10 and below

12.4 P CC 1:3:6 in Foundation <br> 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.

12.8.A.1 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M15

13.5.A Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br> PCC Grade M15 : - Height upto 5m

3.16 Construction of Embankment with Material obtained from Borrowpits :- Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

4.1.A.1 Granular Sub :- Base with close Graded Material (Table:- 400-1) - Plant Mix Method : For grading I - Material <br> Construction 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

4.12 Wet Mix Macadam <br> 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.

5.1.a Prime Coat<br>Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7kg/sqm using mechanical means.

5.2.a Tack Coat for bituminious surface :-<br> Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

5.7.2 Close Graded Premix Surfacing/Mixed Seal Surfacing :- Type B <br> Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.<br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen (VG 30) to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10tonne capacity, and finishing to required level and grade.

8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface<br>Providing and laying retroreflective hot applied thermoplastic compound 2.5 mm thick applied with thermoplastic paint applicator machine including spraying additional glass beads type 2 @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads, all as per clause803.4 and IRC 35.The finished surface to be level, uniform and free from streaks and holes.

55.14 Providing and fixing retro-reflectorised ceramic tiles<br>Providing and fixing retroreflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete.

55.10.1 Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br> Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 yearswarranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mm x75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mm

55.16 Providing and fixing guard post<br>Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide

8.5 Direction and Place Identification Signs upto 0.9 sqm Size Board (Type IV) <br> Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

14.20 Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications

OD providing 63mm dia PVC pipe for weep holes in retaining wall including all cost ,conveyance,and labour charges etc complete

Abdul Salam PP

P. HAMZA HAJI

MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED

Bidder Name

Abdul Gafoor K

Abdul Salam PP

P. HAMZA HAJI

MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED