Irrigation And CAD Department Tender

Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared Granular surface treated with primer cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Providing B.T. patch work for pot holes using 40 to 45mm HBG metal with required quantity of 10 to 12mm size HBG key chips and 42 Kgs of 80/100 grade bitumen per one cum of work for filling the pot holes including removal of loose material in the pot holes trimming the edges to provide form vertical faces cleaning applying tack coat filling the pot holes compacting and finishing including cost and conveyance of materials, T&P charges and all labour charges for all operations etc., complete for finished item of work as directed by the Engineer-in-charge in the following reaches.

Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-7 of MoRT&H specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @ 3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision) .

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher 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 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Forming shoulders with borrowed useful selected earth having MDD of not less than 1.75 gms/cc from outside road boundary by mechnical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MORT&H including all hire and operational charges of T&P , complete for finished item of work as per MORT&H specification 305 (5th revision) (Payment will be made based on levels for finished item of work)

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).

Providing Vibrated Cement Concrete (1:4:8) M 7.5 Grade mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement

Vibrated cement concrete M 35 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.

Providing Vibrated Cement Concrete (1:3:6) M10 Grade mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Flooring Bed under Protection Walls.

Providing Vibrated Cement Concrete (1:2:4) M15 Grade mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement. and Side Protection Walls

Providing, laying Reinforced cement concrete Hume pipes of 600 mm,800 and 1000 mm dia NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work. - 800 mm Dia NP-4 Pipe

Providing, laying Reinforced cement concrete Hume pipes of 600 mm,800 and 1000 mm dia NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work. - 1000 mm Dia NP-4 Pipe

Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S.1786 of 1985 for foundations of R.C.C items.

Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

Providing 25.4 mm thick Mastic pads for Expansion joints etc., complete for finished item of work.

Supplying and laying of seperation membrane 125 micron and as per ISI standard specification duly fixing over CC(1:4:8) including cost, conveyance of all materials etc., complete and as directed by the Engineer-in-Charge during execution of work.

Contraction sawn joint groove (using diamond studded blades) 3 to 5 mm wide and 1/4 to 1/3 depth of the slab + or - 5mm or stibulated in the drawings and dowel bars complying with clause 602.6.5 of specification for road and bridge work (third revision) published new delhi in 1995 by IRC on behalf of Government of India, Ministry of surface transoprt as directed in the drawings. the contraction joint shall be cut as soon as the concrete as undergone initial hardening and as hard enough to take the load of joint sawing machine with out causing damage to the slab the joint celing compound shall be hot poured bitumen type having flexibility, resistancce to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all lead & lifts including cost and conveyance of all materials etc., complete for 50mm depth.

Providing Uncoated Mild Steel bars ( Fe-250 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 .

Supplying of hot applied Thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250 grams with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35, the material should be of Burger company / Burger equivalent and must comply with the following : A) White index for the product should be in the range of 60-70 when measured against standard reference. The applied pannel 7/8 number must be submitted for checking up the white index in the department lab. In case of any major deviation. beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). B) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. C) Crack Resistance : The applied pannel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-I, 1989 and should pass at the range of "0" degree centigrade to "-10" degree centigrade D) Adhesion: Strong E) Softenning point: 102 degree centigrade F) Dried film finish: Smooth and uniform G) Night Vision: High as directed by the Engineer-In-Charge and conforming to IS: 164-1961 (1St revision reaffirmed in 1986) and clause conforming to IRC 35-1997.As per Approved RSI Items 2020.

Supplying & Fixing of Molded Shanks (Road Studs) Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer-in- Charge.As per Approved RSI Items 2020.

Providing and fixing Cautionary / Warning sign boards size 900mm equilateral Triangle made out of type IV of ASTM D4956-09 High intensity Prismatic Retro reflective sheeting and confirrming to IRC 67.2012 for full background of white colour and letters / logos done by screen printing in black colour boarders by screen printing in red colour and fixed over 4MM Alluminium composite mateiral (ACM) sheet having minimum 0.50mm thick Aluninium skin on both side with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3 mm all round and fixing with 35x35x4 mm and mounted on a MS angle post of size 75x75x6 mm with clear height of not less than 2.1m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synteticenamel paint black and white colour with bands of 30 cm height.The signpost shall be firmly fixed with MS base angle 35x35x4 mm into the ground by M15 concrete foundation of size 450x450x600mm including cost and conveyance of all materials, equipment machinery labour with all leads and lifts loading and unloading charges necessary for satisfactory completion of the work as directed by the Engineer - in - Charge.As per Approved RSI Items 2020.

Removing and refixing disturbed km stone / sign board / hecto-metre stone etc., including excavation, back filling with available stuff after refixing, forming base platform of size 90 x 90 x7.5 cm including watering, ramming etc complete with all leads and lifts (IRR-PMW-3-7)

Providing and fixing Village name board (1200mm X 450mm) made out of type IV of ASTM D4956-09 High intensity Prismatic Retro reflective sheeting and confirrming to IRC 67.2012 for full background of Green colour and letters / logos done by screen printing in white colour boarders by screen printing in red colour and fixed over 4MM Alluminium composite mateiral (ACM) sheet having minimum 0.50mm thick Aluninium skin on both side with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3 mm all round and fixing with 35x35x4 mm and mounted on a MS angle post of size 75x75x6 mm with clear height of not less than 2.1m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synteticenamel paint black and white colour with bands of 30 cm height.The signpost shall be firmly fixed with MS base angle 35x35x4 mm into the ground by M15 concrete foundation of size 450x450x600mm including cost and conveyance of all materials, equipment machinery labour with all leads and lifts loading and unloading charges necessary for satisfactory completion of the work as directed by the Engineer - in - Charge.As per Approved RSI Items 2020.

Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge.As per Approved RSI Items 2020.

Supply and installation of Rigid Delineator single side (Type-XI)100 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge.As per Approved RSI Items 2020.

Providing and fixing Junction board (1500mm X 1200mm) made out of type IV of ASTM D4956-09 High intensity Prismatic Retro reflective sheeting and confirrming to IRC 67.2012 for full background of Green colour and letters / logos done by screen printing in white colour boarders by screen printing in red colour and fixed over 4MM Alluminium composite mateiral (ACM) sheet having minimum 0.50mm thick Aluninium skin on both side with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3 mm all round and fixing with 35x35x4 mm and mounted on a MS angle post of size 75x75x6 mm with clear height of not less than 2.1m from the ground level the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synteticenamel paint black and white colour with bands of 30 cm height.The signpost shall be firmly fixed with MS base angle 35x35x4 mm into the ground by M15 concrete foundation of size 450x450x600mm including cost and conveyance of all materials, equipment machinery labour with all leads and lifts loading and unloading charges necessary for satisfactory completion of the work as directed by the Engineer - in - Charge.As per Approved RSI Items 2020.