Remaining Work of Strengthening and Divider Drain Road Work on Daruheda (NH-8) to Gangapur via Bhiwadi-Tapookara- Tijara-Kishangarhwas-Alwar- Rajgarh-Bandikui-Sikandra (SH-25) Km. 176/0 to 197/0 (Talchida-Nadoti Section) District Karauli

Amount

Part 'A' (Earth Work) 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 by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305.

Part 'B' (Metal & Metalling) Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with lead up to 20 km For Grading III Material

Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-10 and 400-11) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end 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, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with lead up to 20 Km.

Part 'C' (B.T. Work) Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 ( Including cleaning of road surface )

Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )

Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507 & 112] Grading I (37.50 mm nominal size) - Bitumen @ minimum 4% of mix (60/70 grade) VG 30 & thickness 50 - 75 mm with lead of mix material 20km VG 30

Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )

Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-17 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509 & 112) Grading I (19 mm nominal size) - Bitumen @ minimum 5.20% of mix & thickness 50 - 65 mm with lead of mix material 20 km 60/70 grade VG 30

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202. By Mechanical Means. Bituminous courses

Part 'D' Protection work Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth up to 3m

Providing and laying mechanically mixed and vibrated Cement Concrete in foundation up to a depth of 1.5 meters below ground level and 1.50 meters above Ground/Bed level.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix with stone aggregate 20mm crusher broken.

Stone masonry work in cement mortar 1:3 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400] Random Rubble Masonry (coursed/un-coursed).

Pointing of stone masonry in cement mortar (1:3) raised & cut pointing.

Providing and laying cement concrete coping 1:2:4 mix, 50mm thick complete as per specifications

White washing of parapets, kerbs, railings, boundary stones, guard etc. complete: New surface-three coats.

Part 'E' Road Furniture Work Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.

5th Km. Stone ( size 50 x152x25 cm)

Km. Stone for NH, SH & MDR ( size 35 x110x25 cm)

200 Meter stone ( size 15 x10x65 cm)

Mandatory/ Regulatory retro reflective sign boards 60 cm Dia made out of 2.0 mm thick aluminum sheet riveted on a frame of 40X40X3mm angle Iron, face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed back ground with epoxy paint, confirming to MoRTH specifications. (1995) CI. 801 with angle iron post 65x65x6 mm 3 M.long. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom

Supplying cautionary / warning sign board 90 cm equilateral triangle made out of 2.0 mm thick aluminum sheet riveted on a frame of 40X40X3mm angle Iron, 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 specifications (1995) Cl. 801 with angle iron post 65 x 65 x 6 mm. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom

Supply of village Name Board size 600x900 mm made out of 1.25 mm thick M.S. sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.

Supplying of men at work sign board (folding type) made of 1.25 mm thick M.S. sheet size 900x900x900 mm painted in white stove enameled paint and reflective machine cut sheet Men’s emblem and letter MEN AT WORK in red colours and additional attachment of size 150x900 mm plate for gang number and name with white stoving enameled back ground both plates are fixed on a folding stand of M.S. (heavy) steel tube of size 13.2 mm outer dia as per IS-1239 (part-I) 1979 duly painted in grey colour and both the plates are painted on back side in grey enamel paint.

Painting with superior quality road marking paint conforming to IS 164-1951 of approved quality to even shade as per IRC standard including traffic diversion arrangement of:- Center line (only painted surface to Be measured)

Supplying of Cat’s Eye made of aluminum alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disc of ABS plastic on each side.

Part 'F' Syphone Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth up to 3m

Providing and laying mechanically mixed and vibrated Cement Concrete in foundation up to a depth of 1.5 meters below ground level and 1.50 meters above Ground/Bed level.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix with stone aggregate 20mm crusher broken.

Stone masonry work in cement mortar 1:3 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400] Random Rubble Masonry (coursed/un-coursed).

Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mm thick.

Providing and laying cement concrete coping 1:2:4 mix, 50mm thick complete as per specifications

White washing of parapets, kerbs, railings, boundary stones, guard etc. complete: New surface-three coats.

Part 'G' HP Culvert (2x1000 mm dia) Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth up to 3m

Providing and laying mechanically mixed and vibrated Cement Concrete in foundation up to a depth of 1.5 meters below ground level and 1.50 meters above Ground/Bed level.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix with stone aggregate 20mm crusher broken.

Stone masonry work in cement mortar 1:3 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering as per drawing and technical specification. [MoRTH Specification: Section 1000,1400] Random Rubble Masonry (coursed/un-coursed).

Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specification : Clause : 1000/2900] 1000 mm dia

Pointing of stone masonry in cement mortar (1:3) raised & cut pointing.

Providing and laying cement concrete coping 1:2:4 mix, 50mm thick complete as per specifications

M/s Jaiman Construction Compnay