Hyderabad Road Development Corporation Limited Tender

construction of missing link crdr 54;Providing,Supplying and installation of Hazard Marker using M.S. angle of size 55x55x6mm and 120cmhigh 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 Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sideswith standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction onwhich the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work.

construction of missing link crdr 54;Providing and fixing Mandatory / Regulatory sign boards size 900 mm circle made out of Type ?XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 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 Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all roundand fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground levelto the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.

construction of missing link crdr 54;Providing and fixing Mandatory/Informatory board size 600x800 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer ?in-Charge.

construction of missing link crdr 54;Providing and fixing Mandatory / Regulatory sign boards size 600 mm circle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 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 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.

construction of missing link crdr 54;Providing and fixing Mandatory / Regulatory sign boards size 600 mm equilateral Triangle made out of Type ?XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 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 3MM Alluminium Composite Material ( ACM ) sheet having minimum 0.30 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m 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 synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials,equipment, machinery and labour with all leads and lift, loading changes necessary forsatisfactory completion of the work as directed by Engineer -in-Charge.

construction of missing link crdr 54;Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 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 Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of syntheticenamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmlyfixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work asdirected by Engineer -in-Charge.

construction of missing link crdr 54;Road Markers/Road Studs:Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) 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 13635 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 and width shall not exceed 20 mm and 130 mm 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 Kgs. 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.

construction of missing link crdr 54;Providing & fixing of R.C.C Boundary pillar of M15 grade as per the approved drawings including excavtion,concrete,reinforcement,fabrication,fixing in position,painting & required lettering etc complete as per the MORT&H 5th Revison and as directed by the Engineer-In-Charge

construction of missing link crdr 54;Painting of kerb with two coats of water proof cement paint in all shades on new plastered concrete surfaces as per 803 of MoRT&H (5th revision) etc complete and as per the directions of Engineer-in-Charge.

construction of missing link crdr 54;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Concrete and bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORT&H Section 803.4 and IRC: 35, the material should satisfy the requirements as per MORTH specifications 803.4 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 panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. 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 panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35 and MORT&H Section 803.4

construction of missing link crdr 54;Providing and laying of a reinforced cement concrete pipe duct, NP4 600 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 and approved drawings.-Single ROW for One Utility Service

construction of missing link crdr 54;Providing and laying of a reinforced cement concrete pipe duct, NP4 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 and approved drawings.-Single ROW for One Utility Service

construction of missing link crdr 54;Providing and placing plain cement concrete for dike walls in road with grade M15 with crushed stone aggregate of 20 mm nominal size,minimum cement content 220 kg/cum, max free water cement ratio 0.60, including production from concrete batching plant, vibrating, compacting including formwork, cost of all materials, labour, hire charges of machinery, transportation,loading &unloading, stacking charges, curing, dewatering including pumping etc. complete including all leads & lifts and as per drawings, technical specifications and the direction of Engineer-In-Charge.

construction of missing link crdr 54;Providing and placing plain cement concrete for base course for dike walls in road with grade M10 with crushed stone aggregate of 40 mm nominal size,minimum cement content 220 kg/cum, max free water cement ratio 0.60, including production from concrete batching plant, vibrating, compacting including formwork, cost of all materials, labour, hire charges of machinery, transportation,loading &unloading, stacking charges, curing, dewatering including pumping etc. complete including all leads & lifts and as per drawings, technical specifications and the direction of Engineer-In-Charge.

construction of missing link crdr 54;Providing and placing plain cement concrete for median divider with bottom & top 500 & 350 mm respectively with grade M15 with crushed stone aggregate of 20 mm nominal size,minimum cement content 220 kg/cum, max free water cement ratio 0.60, including production from concrete batching plant, vibrating, compacting including formwork, cost of all materials, labour, hire charges of machinery, transportation,loading &unloading, stacking charges, curing, dewatering including pumping etc. complete including all leads & lifts and as per drawings, technical specifications and the direction of Engineer-In-Charge.

construction of missing link crdr 54;Providing and placing plain cement concrete for base course for median divider in road with grade M10 with crushed stone aggregate of 40 mm nominal size,minimum cement content 220 kg/cum, max free water cement ratio 0.60, including production from concrete batching plant, vibrating, compacting including formwork, cost of all materials, labour, hire charges of machinery, transportation,loading &unloading, stacking charges, curing, dewatering including pumping etc. complete including all leads & lifts and as per drawings, technical specifications and the direction of Engineer-In-Charge.

construction of missing link crdr 54;Providing and Placing Saw cutting joints and grooves over the fresh laid concrete as per the drawings and technical specifications of 5th Revison of MORT&H and as directed by the Engineer-In-Charge.

construction of missing link crdr 54;Supply and laying of curing compound at 0.25 lit/sqm on the laid concrete including spraying ,material ,manpower & resource etc complete as per the directions and requirement of Engineer-In-Charge

construction of missing link crdr 54;Supply and placing of impremeable PVC sheet 125 micron thick over Dry lean concrete as separation membrane as per the drawings and technical specifications etc complete as per the 5th Revision of MORT&H and as directed by the Engineer-In-Charge.

construction of missing link crdr 54;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccume pump to maintain vaccume pressure 0.7-0.8, atmospheres as per the standard procedure, floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc, complete for finished item of work as directed by Engineering-in-charge of the work (as per Quotation)

construction of missing link crdr 54;Providing & fixing of Mild steel dowel bar 32 mm dia of grade S 240& tie rod of 12 mm dia deformed steel rods including material,labour,required resource etc complete as per the drawings and technical specifications etc complete as per the 5th Revison of MORT&H and as directed by the Engineer-In-Charge.

construction of missing link crdr 54;Supply and placing of Ready Mix Concrete M 40 as per IS- 4926:2003 of following grades with minimum cement concrete as per IS- 456:2000 and Standard as per IS - 10262: 1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc, works for basic cost including levelling, grading, spreading, curing for 14 days centering, vibrating, compacting,finishing etc. as required including material taxes, pumping, transportation, approved admixture etc, complete (RMC-M40 for VDCC Road)

construction of missing link crdr 54;Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per morth 5th revision & as directed by Engineer-In-Charge

construction of missing link crdr 54;Construction of Earthen Shoulder with Sub grade material area obtained from Borrow Area with CBR>=10%, removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) (payment willo be based on level for finished item of work) (With Extra Lead 15 Km)

construction of missing link crdr 54;Construction of granular sub-base with crushed stone as sub base material of Grading V as per Table 400-1, 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 of MORT&H 5th revision & as directed by Engineer-In-Charge.

construction of missing link crdr 54;Carting and Disposal of excavated/unservceable material/earth to a lead of 15 km including labour charges for loading and unloading, transportation etc., complete etc overheads for finished item of work complete as per directions of Engineer-In-Charge.

construction of missing link crdr 54;Construction of Sub grade with material obtained from Borrow Area with CBR>=10%, removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) (payment willo be based on level for finished item of work) (With Extra Lead 15 Km)

construction of missing link crdr 54;Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres as per morth 5th revision & as directed by Engineer-In-Charge

construction of missing link crdr 54;Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts up to 1000m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer-In-Charge.

construction of missing link crdr 54;Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer -In-Charge.

construction of missing link crdr 54;Excavation for roadwork in soils up to SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete including (excluding seigniorage) charges for finished item of work for trench cutting with all leads & lifts up to 1000 m etc complete as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge.

construction of missing link crdr 54;Dismantling of Cement Concrete of Grade M-15/M-20 (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 leads & lifts up to 1000 meters etc complete as per MORTH 5th Revison & as per the directions of Engineer In-Charge.

construction of missing link crdr 54;Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads&lifts up to 1000m and earth filling in the depression/pit.) etc complete as per technical specifications of MORTH 5th revison followed by the directions of Engineer-In-Charge. Girth from 900 mm to 1800 mm

construction of missing link crdr 54;Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads&lifts up to 1000m and earth filling in the depression/pit.) etc complete as per technical specifications of MORTH 5th revison followed by the directions of Engineer-In-Charge. Girth from 600 mm to 900 mm

construction of missing link crdr 54;Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads&lifts up to 1000m and earth filling in the depression/pit.) etc complete as per technical specifications of MORTH 5th revison followed by the directions of Engineer-In-Charge. Girth from 300 mm to 600 mm

construction of missing link crdr 54;Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness complete by mechanical means as per Technical Specification Clause 201 MORTH 5th Revision etc complete and as per the directions of Engineer-In-Charge.