Andhra Pradesh Disaster Recovery Project Tender
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Andhra Pradesh Disaster Recovery Project Tender
Eprocure
Opening Date14 Mar 2019
Closing Date18 Apr 2019
Tender Amount₹ 3,87,63,317
Costs
EMD
₹ 3,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvements To Peddapuram To Kn Road
Description
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Contact
Tender Id
2019_APDRP_455676_1Bid Award Id
ViewTender No
IFB No. 5/APDRP/RandB/CE/18-19 Dt.12-02-19Tender Authority
Andhra Pradesh Disaster Recovery Project ViewPurchaser Address
-Website
http://http://apsdma.ap.gov.in/view-apdrp
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Documents
BOQ Items
Forming embankment with borrowed useful earth from outside road boundary by mechanical means up to SDR 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 soil 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, complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 305 (Payment will be made based on level for finished item of work)
1900
-
-
Construction of Granular sub-base by providing HBG material confirming to Grading - III 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 ).
2059
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-
Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost and 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 base courses on well prepared surface and compacting with vibratory roller to achieve the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H (5th Revision) specification Clause No. 406 and gradation as per table 400-13
2241
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-
Providing and applying Prime Coat with bitumen Emulsion (SS-1) (Bulk) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kgs/ sqm using mechanical means as per MoRT&H (5th Revisioin) specification clause No. 502 and as directed by the Engineer-in-Charge.
10425
-
-
Providing and applying Tack Coat with bitumen VG-10 grade (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 (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.
9750
-
-
Providing and applying Tack Coat with bitumen VG-10 grade (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 (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.
21750
-
-
Providing and laying of Dense Graded Bituminous Macadam 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 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a 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 operational charges all T&P and all other contingent charges necessary including cost of charges of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th Revision)
788
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-
Providing and laying of Bituminous Concrete 30mm thickness 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
473
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-
Forming shoulders with borrowed useful selected soils having MDD of not less than 1.75 gm/ CC from outside road boundary by mechanical means up to SDR 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 soil 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, complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 305
473
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-
C.C. Pavement
Providing 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 complete for finished item of work as per MoRT&H (5th Revision) specification 1500,1700 & 601 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement.
475
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-
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.
4745
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-
Vibrated Cement Concrete M-35 grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 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 (5th Revision) Specification Section Nos. 1500, 1700, 2100 & 2702 and as directed by the Engineer-in-Charge for C.C. Pavement
910
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-
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, all labour charges for fabrication of reinforcement including cutting, bending, binding rods, placing them in position etc., complete including all handling charges and operational charges etc., and including over lapping welding if required etc., complete for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Specification Section Nos 1600 & 2100 and as per I.S: 1786 of 1985 for dowel bars.
0.76
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-
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,placing them in position etc., complete including all handling charges and operational charges etc., and including over lapping welding if required etc., complete for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H (5th Revision) Specification Section Nos 1600 & 2100 and as per I.S: 1786 of 1985 for tie bars.
0.6
-
-
Providing 25.40 mm mastic pads for expansion joints of approved quality including cost, conveyance and placing in position, etc., complete as directed by the Engineer-in-Charge
20
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-
Supply and installation of 160mm dia PVC pipes of test pressure not lessthan 4 kgs. / Sq. Cm including cost and conveyance of all materials to site, all labour charges, taxes, incidential charges, operational charges of all T&P, etc., complete for finished item of work.
145
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-
Providing Vaccum Dewatered Flooring Services including leveling the concrete to be followed by placement of the bottom and top mats, operation of the Vaccum Machine to release the excess free water in the Concrete, removal of the mat after completion of dewatering process, conduction of the initial floating using power floater followed by finishing using power trowel of adquate capacity. The rate is not inclusive of pin vibration of the concrete, placement of the concrete and / or provision of the special toppings, but including hire and operational charges of Generator of adequate capacity and other T&P and labour charges for all operations etc. complete
4550
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-
Sawing of Concrete Pavement using a self propelled walk behind, petro/electric powered saw of suitable capacity to give a finished groove of 4mm width and 1/4 to 1/3 depth in the cured concrete in the longitudinal and transverse directions along predetermined lines. The rate is inclusive of the cost of consumables such as diamond blade. Masons engaged for the marking is also deemed to be included in the rate and pouring of Polysulphide Sealent to the full depth of groove. The rate is inclusive of the cleaning of the groove after the sawing to remove cementatious particles adn cement washings to give a clean dry surface and surface preparation of the sides of the groove to accommodate the sealent material etc., to give a neat finished look including cost of sealent, hire and operational charges of Generator of Adequate capacity and other T&P and labour charges for all operations etc. complete.
1012
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-
C.C. Drains & Road Crossings
Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge
347
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-
Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges ,centering, machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision) for Drain bed foundation
79
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-
Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for Drain Substructure
132
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-
Vibrated reinforced cement concrete M 20 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Cover slabs over side drains
32
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-
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 &2200 (5th revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.
3
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-
Road Safety Interventions
Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC:35, the material should be of BERGER Company / BERGER 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 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 compel 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 unde 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) 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 reaffimed in 1986) and clause confirming to IRC 35-1997.
176
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-
Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HI-impact polysterene) or ABS or ASA(Acrylic strene Acrylonitrite) 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 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.
460
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-
Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6 mm and 120cm 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 Type – IV of ASTMD 4956-09 High Intensity 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 sides with 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 on which 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.
24
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-
Providing and fixing Mandatory / Regulatory sign boards size 600 mm circle made out of Type – IVof ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming 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 3MM Alluminium Composite Material 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 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.
24
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-
Providing & fixing junction boards of size 1500 x 1050 mm made out of Type – IV of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 4MM Alluminium 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 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.
4
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-
Providing and fixing Village name board size 450x750 mm made out of Type – IV of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material 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 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
4
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-
RCC Slab Culvert 1V of 6.00m Span @ Km3/2
-
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-
Dismantling of existing structures like culverts , bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work , steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m ( By Mechanical means in Cement concrete grade M-15 & M-20) as per MoRTH specification 202 , 2.4 II (A) (5th revision)
45
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-
Earthwork excavation in soils up to SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 304 and as directed by the Engineer-in-Charge
149
-
-
Providing Vibrated Cement Concrete (1:3:6) mix using 40 mm size HBG crushed stone aggregate conforming to table 1000-2of 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 Specifications 1500, 1700 & 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse of under foundations
13
-
-
Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Section Nos 1500, 1700, 2100 for Footings and Raft foundation
85
-
-
Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10 mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Nos 1500, 1700, 2200 (5th Revision) for Body Walls
93
-
-
Vibrated reinforced cement concrete M-20 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H 1500, 1600, 1700 & 2200 (5th Revision) and as directed by the Engineer-in-Charge for Bed Blocks, Backing Walls and Sub Structure
12
-
-
Vibrated reinforced cement concrete M-20 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H 1500, 1600, 1700 & 2200 (5th Revision) and as directed by the Engineer-in-Charge for Deck Slab
22
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-
Vibrated reinforced cement concrete M-30 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H 1500, 1600, 1700 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for Wearing Coat over Deck Slab
4
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-
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,placing them in position etc., complete including 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 1600 & 2200, 2300 (5th Revision) and as per I.S: 1786 of 1985 for Super Structure of R.C.C Items
4
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-
Back filling behind Abutments with gravel including cost ,conveyance and of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work
11
-
-
Supplying and fixing of C.I. Drianage Spouts at site made of 230mmx230mm water spout (MS grating) at top with 100mm diameter Ci drain spout and MS plate of 12mmx40mm and 6mm thick plates including cost and conveyance of alla materials to site and all albour charges for cutting, bending, welding placing in postion etc., complete as per drawings NoBD/1-69 A for finished item of work
4
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-
Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal charges ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.
11
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-
Providing Weep holes in VCC Abutment/ Wing wall/return wall with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision)
64
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-
Providing 25.4 mm mastic pads for Longitudinal joints, Transversal expansion joints and Construction joints of approved quality including cost, conveyance and placing in position, etc., complete as directed by the Engineer-in-charge.
21
-
-
RCC Slab Culvert 1V of 4.00m Span @ Km0/8
-
-
-
Dismantling of existing structures like culverts , bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work , steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m ( By Mechanical means in Cement concrete grade M-15 & M-20) as per MoRTH specification 202 , 2.4 II (A) (5th revision)
13
-
-
Earthwork excavation in soils up to SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 304 and as directed by the Engineer-in-Charge
98
-
-
Providing Vibrated Cement Concrete (1:3:6) mix using 40 mm size HBG crushed stone aggregate conforming to table 1000-2of 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 Specifications 1500, 1700 & 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse of under foundations
8
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-
Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Section Nos 1500, 1700, 2100 for Footings and Raft foundation
38
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-
Vibrated cement concrete M-15 Grade using 40 mm, 20 mm and 10 mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2 of MoRT&H) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Nos 1500, 1700, 2200 (5th Revision) for Body Walls
46
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-
Vibrated reinforced cement concrete M-20 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H 1500, 1600, 1700 & 2200 (5th Revision) and as directed by the Engineer-in-Charge for Bed Blocks, Backing Walls and Sub Structure
10
-
-
Vibrated reinforced cement concrete M-20 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H 1500, 1600, 1700 & 2200 (5th Revision) and as directed by the Engineer-in-Charge for Deck Slab
10
-
-
Vibrated reinforced cement concrete M-30 Grade using 20 mm & 10 mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H 1500, 1600, 1700 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for Wearing Coat over Deck Slab
2
-
-
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,placing them in position etc., complete including 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 1600 & 2200, 2300 (5th Revision) and as per I.S: 1786 of 1985 for Super Structure of R.C.C Items
2
-
-
Back filling behind Abutments with gravel including cost ,conveyance and (excluding seigniorage) of all materials to site etc., complete as per Clause 710.1.4 of IRC : 78and as per MoRT&H Specification No. 2200 (5th Revision) and as per Drawing and technical specifications for finished item of work
11
-
-
Supplying and fixing of C.I. Drianage Spouts at site made of 230mmx230mm water spout (MS grating) at top with 100mm diameter Ci drain spout and MS plate of 12mmx40mm and 6mm thick plates including cost and conveyance of alla materials to site and all albour charges for cutting, bending, welding placing in postion etc., complete as per drawings NoBD/1-69 A for finished item of work
4
-
-
Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal (excluding seigniorage) charges ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.
11
-
-
Providing Weep holes in VCC Abutment/ Wing wall/return wall with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision)
128
-
-
Providing 25.4 mm mastic pads for Longitudinal joints, Transversal expansion joints and Construction joints of approved quality including cost, conveyance and placing in position, etc., complete as directed by the Engineer-in-charge.
11
-
-
Construction of Retaining Wall
-
-
-
Earthwork excavation in soils up to SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 304 and as directed by the Engineer-in-Charge
454
-
-
Sand filling in foundation including cost,and conveyance of all materials to site and watering, tamping etc., complete for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.
49
-
-
Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H (5th Revision) Specification 1500,1700, 2200 for Footings and Raft foundation
162
-
-
Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for Sub Substructure
317
-
-
SHIFTING OF ELECTRICAL POLES
-
-
-
11KV 'V' Cross Arms
18
-
-
11KV 200A TT AB Switch With Insulators
3
-
-
11KV Disc Insulators (B and S)
24
-
-
11KV GI PINS
80
-
-
11KV HG Fuse Sets With Insulators
4
-
-
11KV Metal Parts (C and T)
45
-
-
11KV MS Stay sets without Baseplate-Ext
12
-
-
11KV Pin Insulators
110
-
-
11KV Polymer Insulators (C and T)
50
-
-
11KV Tapping Cross Arms
16
-
-
11KV Top Cleat With Clamps - Ext
40
-
-
33KV V Cross Arms
12
-
-
33KV GI Pins
40
-
-
33KV MS Stay Sets without Baseplate -Ext
6
-
-
33KV Pin Insulators
45
-
-
33KV Tapping Cross Arms
8
-
-
33KV Top Cleat With Clamps -Ext
12
-
-
A Type Dist. Box
4
-
-
AAA Conductor 100 SQ.MM
400
-
-
AAA Conductor 55 SQ.MM
400
-
-
AB Switch Mounting Arrangement
3
-
-
CI Earth Pipe 80 MM Dia
24
-
-
Concreating of Poles
16
-
-
Concreating of Stays
16
-
-
G.I. Wire No.8
48
-
-
G.I. Stay Wire 7/10
48
-
-
LT 3 PH.5 Wire Cross Arms-Ext
48
-
-
LT XLPE Cable 3 1/2 Core 95 Sq.MM
40
-
-
M.S. BACK Clamps for 9.1 M PSCC Poles -EXT
48
-
-
Plinth For DTR.
1
-
-
PSCC External Poles 9.1 MTS 280 Kgs
18
-
-
PSCC External Poles 8 MTS 300 Kgs
18
-
-
PSCC SPUN POLES 12.5 MTS
16
-
-
Establishment Charges
1
-
-
Contingencies Charges
1
-
-
S&H Charges
1
-
-
Labour & Transport
1
-
-
labour Charges for Dismantling the Existing 33KV Lines
1
-
-
labour Charges for Dismantling the Existing 11KV Lines
1
-
-
labour Charges for Dismantling the Existing DTR and LT Lines
1
-
-
Establishment Charges
1
-
-
Devolution of Removal of Iron Scrap
300
-
-
Devolution of Removal of AAAC Scrap
550
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-
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