Andhra Pradesh Disaster Recovery Project Tender
To know what Andhra Pradesh government has posted about any AP etender, Bidassist helps us to get a one-stop platform where a registered bidder can have access to the details on each and every eprocurement tender. There is no need to provide the details on the AP E-procurement website i.e. https://www.apeprocurement.gov.in as BidAssist helps us find the specific etender we're looking for. BidAassist has collated each and every Eproc Andhra Pradesh Tender on its website.
Andhra Pradesh Disaster Recovery Project Tender
Eprocure
Opening Date14 Mar 2019
Closing Date18 Apr 2019
Tender Amount₹ 4,39,27,607
Costs
EMD
₹ 4,39,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvements To Road From Knf Road To Samalkota
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_APDRP_455803_1Bid Award Id
ViewTender No
IFB No. 7/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
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Forming embankment with Excavated earth obtained approved material from Trench cutting including pre-watering of soil , 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 complete for finished item of work as per MoRT&H specification 305 (5th Revision)
3020
-
-
Forming embankment with borrowed useful earth from outside road boundary with extra lead of 9 Kms 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 and charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision)
3000
-
-
Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost, charges 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 ).
2264
-
-
Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam specification including cost, of all materials 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 specification.406 (5th Revision) for finished item of work.
2139
-
-
Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge
8060
-
-
Providing and applying tack coat with bitumen Emulsion (R.S-I) (Bulk) using Emulsion pressure distributor at the rate of 0.25 Kgs per sqm on the prepared granular 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.
8060
-
-
Providing and applying tack coat with bitumen Emulsion (R.S-I) (Bulk) using Emulsion 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.
26660
-
-
Providing and laying of Dense Graded Bituminous Macadam with with 100-120 TPH Batch Mix type/ 40-60 TPH hot mix plant using HBR/HBT crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (4th Revision) premixed with bituminous binder of 60/70 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher 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 and as per MoRT&H specification No. 505 (5th Revision)
868
-
-
Providing and laying of 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 CRMB 55 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
521
-
-
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. etc complete for finished item of work
560
-
-
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.
1120
-
-
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 (4th Revision) and as per I.S.1786 of 1985 for CC Pavement.
0.8
-
-
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 (4th Revision) and as per I.S.1786 of 1985 for CC Pavement
1.4
-
-
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.
23.8
-
-
Providing and laying 125 micron polythine on the existing prepared surface including cost and conveyance of polythene sheet to work site and labour charges for spreading the sheet and existing prepared surface as directed by the Engineer- in - Charge for finished complete work.
6000
-
-
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
2046
-
-
Forming shoulders with barrowed useful selected earth having MDD of not less than 1.75 Gms/CC from out side road boundary by mechanical means with all leads and lifts including prewatering of soil at barrow area, removal of top soil, excavation of soils at barrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, beaking clods, sectioning and consoilidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and complete for finished item of work as per MoRT&H specification 305 ( 5th revision)
656
-
-
Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms 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/ Equivalent brand 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 direc
206
-
-
Supplying and fixing of raised pavement markers (Roads Studs ) with Twin Moulded shanks : Supplying & fixing of Molded shanks raised pavement makers (Roads studs) made of plastic body moulded from HIPS (H-mpact polysterene) OR ABS or ASA (Acrylic strene Acrylonitrite) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light enterning the lens face and shell support a load of 16000 Kg tested in accordance to ASTMD 4280 type H and complying to specifications of categroy A of MORTH curclar no RW/NH 3323/10/97- D0III Dt 11-6-1997 the height , width and length shall not exceed 50mm, 100mm and with minimum reflecting area of 13 sqcm on each side and the slope to the base shall be 35+45 degree . The strength of deatchement of the integrated cylindrecal shanks( of diameter not less than 19+42 mm and height not less than 3+42mm) from the body is to be a minimum value of 700kg. Fixing will be by drilling holes on the for the twin shanks to go inside . Without nails and using epoxy risin based adhesive as per manufacturer recomdation andcomplet including cost and conveyance of all materials, epuipement machinery and labour with all leads and lifts loading and unloading charges to sight extra complete necessary for successful completion of the work as directed by the engineer-in- charge.
628
-
-
Providing and fixing Object markers 48.3mmdia.MS pipe ,keep at 50 cm above ground level with 3MM Alluminium Composite Material sheet having minimum 0.30 mm thick Aluminium skin fully covered with type VI of High intensity Retro reflective sheeting fixed in to trench of 30x30x30cm filled with CC M20 conforming to IRC-67:2012 & MORTH&H specification no 805 and approved drawing etc., (Providing & fixing object Marker of 300mm triangular (Type-XI)
4
-
-
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
-
-
Providing and fixing mandatory / Regulatory sign boards size 600 mm circle made out of Type - XI of ASTMD 4956-09 high Intensity prismatic Retro Reflective sheeting and confirming to IRC 67:2012 for full bank ground of white colour and letters / logos done by screen printing in black colour boarders by screen printing in red colour and fixed over 3MM aluminum composite Material (ACM) sheet having minimum 0.30 mm thick aluminum skin on both sides 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 size 75x75x6 mm with clear height of not less than 2.1 m from ground level the bottom of the board. the support should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and white colour with bands of 30 cm if height. the signpost shall be firmly fixed with ms base angle 35x35x4 mm in to the ground by M15 concrete foundation of size 450x450x600 mm including cost and conveyance of all material equipments machinery and labor with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by engineer - in - Charge.
8
-
-
Providing and fixing mandatory / Regulatory sign boards size 900 mm equilateral triangle made out of Type - XI of ASTMD 4956-09 high Intensity prismatic Retro Reflective sheeting and confirming to IRC 67:2012 for full bank ground of white colour and letters / logos done by screen printing in black colour boarders by screen printing in red colour and fixed over 4 MM aluminum composite Material (ACM) sheet having minimum0.50 mm thick aluminum skin on both sides 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 size 75x75x6 mm with clear height of not less than 2.1 m from ground level the bottom of the board. the support should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and white colour with bands of 30 cm if height. the signpost shall be firmly fixed with ms base angle 35x35x4 mm in to the ground by M15 concrete foundation of size 450x450x600 mm including cost and conveyance of all material equipments machinery and labor with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by engineer - in - Charge.
8
-
-
Supply and installation of hazard Markers / Delineators Using M.S. Angle of size 55x55x6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand ,colour with 30 cm X 90 cm type – XI of ASTMD 4956-09 high intensity prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3MM aluminum composite material having minimum 0.30 mm thick aluminum skin on both side with standard supports consisting of ultimately 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 30 cm X 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all material equipment , machinery and labour with all leads and lifts, loading and unloading charges necessary for successful completion of the work any road division as directed by engineer – in charges and conforming to IRC 67 – 2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work
16
-
-
Providing and fixing junction boards of size 1500X1050 mm made out of type – IX 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 4MM aluminum composite Material sheet having minimum 0.50 mm thick aluminum skin on both sides 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 size 75x75x6 mm with clear height of not less than 2.1 m from ground level the bottom of the board. the support should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and white colour with bands of 30 cm if height. the signpost shall be firmly fixed with ms base angle 35x35x4 mm in to the ground by M15 concrete foundation of size 450x450x600 mm including cost and conveyance of all material equipments machinery and labor with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by engineer - in - Charge.
2
-
-
Manufacturing supply and fixing of K.M Stones of standard size and specification including cost,seigniorage and conveyance of all materials to manufacturers site fabrication of steel recasting stones with VRCC(1:2:4) grade concrete using graded metal and chips and painting two coats on concrete surface and lettering on K.M Stone average 12 letters of 10 cm height each including labour charges for all opeerations such as digging pits at corresponding lead watering till set for curing neat finishing and cost of all hire and operational charges of concrete mixers,generator and tractor with trally etc.,complete as directed by the Engineer-in-charge.
4
-
-
Manufacturing supply and fixing of H.M Stones of standard size and specification including cost,seigniorage and conveyance of all materials to manufacturers site fabrication of steel recasting stones with VRCC(1:2:4) grade concrete using graded metal and chips and painting two coats on concrete surface and lettering on H.M Stone average 3 letters of 10 cm height each including labour charges for all opeerations such as digging pits at corresponding lead watering till set for curing neat finishing and cost of all hire and operational charges of concrete mixers,generator and tractor with trally etc.,complete as directed by the Engineer-in-charge.
16
-
-
Supply and fixing of Guard stones of size specified in drawing( 0.2*0.2*1.2m) Including cost of pit and casting stone with VCC (1:3:6) after providing reinforcement with 10mm and 6mm dia HYSD steel as per drawing curing in stone placing the stone in excavated pit and filling the balance trench with VCC (1:3:6) and painting the stone of exposed area as directed by the departmental officers
100
-
-
Providing Grouted Revetment with rough stone (HBG/HBT) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, (including seigniorage) charges and conveyance of materials to site and including labor charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge
577
-
-
Providing dry rough stone revetment 300 mm thick with HBG/HBT stone of not less than 300 mm size including cost, (including seigniorage) charges and conveyance of materials to site and including labor charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for Tow wall
252
-
-
Providing and laying filter material with Gravel underneath pitching in slopes including cost, charges and conveyance of materials to site including labor charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge
289
-
-
PIPE CULVERTS
-
-
-
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 including for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge
172
-
-
Providing Vibrated Cement Concrete (1:3:6) 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 course of under foundations
14
-
-
Providing, laying Reinforced cement concrete Hume pipes of 600mm /1000mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (4th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.
40
-
-
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 structure. VCC M-15 for Foundatins
15
-
-
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 structure. VCC M-15 for Sub structure of Abutments and Wing walls.
74.64
-
-
BOX CULVERTS
-
-
-
( 4M x 3M ) at Km 3/800
Earthwork excavation in all soils uptp SDR by mechanical means for foundation 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 including seigniorage charges for finished item of work as per MORT&H (5th Revision) and as directed by the Engineer-in-Charge for foundations.
141.74
-
-
Sand filling in foundation including cost and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.
57.74
-
-
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 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 Specification 1500,1700, 2100,2700 (5th Revision) for levelling course
24.01
-
-
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, seigniorage 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 etc., complete 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 Foundations.
41.82
-
-
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, seigniorage 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 etc., complete 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 Sub-Structure
45.24
-
-
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, seigniorage 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 etc., complete 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 Deck slab
29.16
-
-
Vibrated reinforced cement concrete M 25 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 Approved drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge for Approach slab.
25.2
-
-
Vibrated reinforced cement concrete M 30 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 drawing BD/1-69( A) but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2702 (5th Revision) and as directed by the Engineer-in-Charge for wearing coat
9.81
-
-
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 foundations of R.C.C items.
1.78
-
-
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.
3.56
-
-
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 Super structure of R.C.C items.
4.52
-
-
Construction of precast VRCC railing of M20 grade using HBG crushed stone aggregate of size not exceeding 12 mm and fine aggregate conforming to table 1000-2 true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm, leaving adequate space between vertical posts for expansion including cost, seigniorage 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 as per approved drawings and technical specifications for finished item of work as per MoRT&H Specification 2703, 1500, 1600, 1700(5th Revision)
24
-
-
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 athickness 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 seignorage 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.
37.44
-
-
Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, seigniorage charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for quadrential revetment.
39.25
-
-
Supply and fixing of 25.40 mm thick mastic pad for expansion joints., as per MORT&H Specification(5th Revision) and as directed by the Engineer-in-Charge.
7.2
-
-
Providing SS Revetment 300 mm thick including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for Flexible apron
93.15
-
-
Dismantling of existing structure comprising of Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per MoRT&H Spec. No.202 and as directed by the Engineer-in-Charge.
91.36
-
-
Dismantling of existing structure comprising of Reinforced Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per MoRT&H Spec. No.202 and as directed by the Engineer-in-Charge.
23.85
-
-
Forming embankment withborrowed useful earth from out side road boundry including pre-watering of soil , 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 Power Road Roller 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) for Diversion Road.
420
-
-
Providing, laying Reinforced cement concrete Hume pipes of 1000mm dia , NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes 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.
15
-
-
Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges 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.
56.25
-
-
Painting two coats on new concrete surface data as per MORT&H (803) after filling the surface with synthetic enamel paint in all shades on new plastered conctete surface bands on culvert parapets for Letterings & figure work
20.33
-
-
Painting two coats on new concrete surface data as per MORT&H (803) after filling the surface with synthetic enamel paint in all shades on new plastered conctete surface for Letterings & figure work
15
-
-
5 to 8 cms
20
-
-
8 to 10 cms
30
-
-
Painting with Snowcem Or other equal approved water proof cement paint, approved colour and brand(Two coats)including cost, and conveyance and all labour charges etc. complete
17.21
-
-
2V ( 3M x 3M ) at Km 4/600
Earthwork excavation in all soils uptp SDR by mechanical means for foundation 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 including seigniorage charges for finished item of work as per MORT&H (5th Revision) and as directed by the Engineer-in-Charge for foundations.
456.2
-
-
Sand filling in foundation including cost and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.
29.52
-
-
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 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 Specification 1500,1700, 2100,2700 (5th Revision) for levelling course
31.08
-
-
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, seigniorage 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 etc., complete 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 Foundations.
54.33
-
-
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, seigniorage 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 etc., complete 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 Sub-Structure
53.63
-
-
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, seigniorage 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 etc., complete 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 Deck slab
46.25
-
-
Vibrated reinforced cement concrete M 25 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 Approved drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge for Approach slab.
23.44
-
-
Vibrated reinforced cement concrete M 30 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 drawing BD/1-69( A) but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2702 (5th Revision) and as directed by the Engineer-in-Charge for wearing coat
5.86
-
-
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 foundations of R.C.C items.
2.61
-
-
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.
5.18
-
-
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 Super structure of R.C.C items.
8.07
-
-
Construction of precast VRCC railing of M20 grade using HBG crushed stone aggregate of size not exceeding 12 mm and fine aggregate conforming to table 1000-2 true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm, leaving adequate space between vertical posts for expansion including cost, seigniorage 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 as per approved drawings and technical specifications for finished item of work as per MoRT&H Specification 2703, 1500, 1600, 1700(5th Revision)
31
-
-
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 athickness 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 seignorage 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.
37.44
-
-
Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost, seigniorage charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for quadrential revetment.
40.5
-
-
Supply and fixing of 25.40 mm thick mastic pad for expansion joints., as per MORT&H Specification(5th Revision) and as directed by the Engineer-in-Charge.
25.85
-
-
Providing SS Revetment 300 mm thick including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Charge for Flexible apron
93.15
-
-
Dismantling of existing structure comprising of Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per MoRT&H Spec. No.202 and as directed by the Engineer-in-Charge.
90.36
-
-
Dismantling of existing structure comprising of Reinforced Cement Concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per MoRT&H Spec. No.202 and as directed by the Engineer-in-Charge.
19
-
-
Forming embankment withborrowed useful earth from out side road boundry including pre-watering of soil , 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 Power Road Roller 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) for Diversion Road.
412.5
-
-
Providing, laying Reinforced cement concrete Hume pipes of 1000mm dia , NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes 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.
20
-
-
Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-2 including cost, seigniorage charges 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.
40
-
-
Painting two coats on new concrete surface data as per MORT&H (803) after filling the surface with synthetic enamel paint in all shades on new plastered conctete surface bands on culvert parapets for Letterings & figure work
20.32
-
-
Painting two coats on new concrete surface data as per MORT&H (803) after filling the surface with synthetic enamel paint in all shades on new plastered conctete surface for Letterings & figure work
300
-
-
5 to 8 cms
15
-
-
8 to 10 cms
20
-
-
Painting with Snowcem Or other equal approved water proof cement paint, approved colour and brand(Two coats)including cost, and conveyance and all labour charges etc. complete
34.34
-
-
Shifting of Electrical poles
-
-
-
AAA Conductor 55 Sqm
9000
-
-
GI Stay Wire 7/10 (7/2.5 mm)
30
-
-
S& H Charges
1
-
-
Contingencies
1
-
-
Labour and Transport
1
-
-
Establishment & General Charges
1
-
-
18% GST on L&T Charges
1
-
-
8 Mts 300KG PSCC Poles
36
-
-
LT 3 PH 5 Wire Cross Arms
36
-
-
LT 1 PH 3 Wire Cross Arms
28
-
-
M.S Back Clamps for 8 m PSCC Poles
64
-
-
AAA Conductor 34 Sqm
1100
-
-
LT AB Cable 2x16+25 Sqm
1200
-
-
LT Pin Insulators
86
-
-
LT GI Pins
86
-
-
LT Metal Parts
121
-
-
LT Shakles
121
-
-
LT MS Stay Sets without Base Plate
22
-
-
LT Guy Insulators
22
-
-
GI Stay Wire 7/12 (7/3.15 mm)
50
-
-
S& H Charges
1
-
-
Contingencies
1
-
-
Labour and Transport
1
-
-
Establishment & General Charges
1
-
-
18% GST on L&T Charges
1
-
-
LT XLPE Cable 3 1/2 Core 120 Sqmm
20
-
-
LT XLPE Cable 3 1/2 Core 95 Sqmm
22
-
-
LT XLPE Cable 1 Core 95 Sqmm
40
-
-
Alluminium LUGS 120 Sqm
56
-
-
Alluminium LUGS 95 Sqm
80
-
-
S& H Charges
1
-
-
Contingencies
1
-
-
Labour and Transport
1
-
-
Establishment & General Charges
1
-
-
18% GST on L&T Charges
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements