Construction Of Missing Link For The Corridor Alkapuri Township To Radial Road No 5 Narsinghi Road From Km 0/000 To 0/750
Tender Value
2.20 Crore
Estimated cost
Bid Submission
16 Nov 2020
0 days left
EMD
2.20 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
RANGAREDDY → Telangana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Missing Link For The Corridor Alkapuri Township To Radial Road No 5 Narsinghi Road From Km 0/000 To 0/750
BOQ
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | Road work | IS 4111 | 8.00 | Each | 8518.00 | 68144.00 |
| Constructing 904.0 mm (3?0?) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½? thick both inside and outside fitted with 20? dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3\-0\") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel100 mm thick as per Standard specification andincluding cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc.,complete for finished item of work as per Standardspecification. | ||||||
| 2 | Road work | 801.3 | 6.00 | Each | 26757.00 | 160542.00 |
| Providing & fixing junction boards of size 1500 x 1050 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro Retro reflective sheeting Prismatic Retro reflective sheeting and confirming to IRC 67 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 ona 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. | ||||||
| 3 | Road work | 801.3 | 2.00 | No\s | 4550.00 | 9100.00 |
| Providing,Supplying and installation of Hazard Marker using M.S. angle of size 55x55x6mm and 120cmhigh above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour,with 30cm x 90cm Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sideswith standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction onwhich the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work. | ||||||
| 4 | Road work | 801.3 | 1.00 | Each | 10458.00 | 10458.00 |
| Providing and fixing Mandatory / Regulatory sign boards size 900 mm circle made out of Type ?XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all roundand fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground levelto the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge. | ||||||
| 5 | Road work | 801.3 | 4.00 | Each | 8460.00 | 33840.00 |
| Providing and fixing Mandatory/Informatory board size 600x800 mm made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer ?in-Charge. | ||||||
| 6 | Road work | 801.3 | 2.00 | Each | 6040.00 | 12080.00 |
| Providing and fixing Mandatory / Regulatory sign boards size 600 mm circle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge. | ||||||
| 7 | Road work | 801.3 | 10.00 | Each | 7174.00 | 71740.00 |
| Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type ? XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of syntheticenamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmlyfixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work asdirected by Engineer -in-Charge. | ||||||
| 8 | Road work | 804.0 | 84.00 | NO\s | 361.00 | 30324.00 |
| Road Markers/Road Studs:Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 ? DO III Dt 11.06. 1997. The height and width shall not exceed 20 mm and 130 mm with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer. | ||||||
| 9 | Road work | 803.0 | 325.00 | Sqm | 663.00 | 215475.00 |
| Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Concrete and bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORT&H Section 803.4 and IRC: 35, the material should satisfy the requirements as per MORTH specifications 803.4 and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of \0\ degree centigrade to \-10\ degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35 and MORT&H Section 803.4 | ||||||
| 10 | Road work | 301 &309 | 750.00 | RMT | 95.00 | 71250.00 |
| Construction of unlined surface drains of average cross sectional area 0.5 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) etc complte as per the technical specifications of MORTH 5th Revison followed by the directions of Engineer-In-Charge. | ||||||
| 11 | Road work | 509.0 | 300.00 | Cum | 8649.00 | 2594700.00 |
| Providing compacted Bituminous Concrete with 10-120 TPH Batch type hot mix plant using HBG/HBT crushed aggregates of Grading ? 2 as per table 500-18 of specification 509 of MoRT&H (5th revision), premixed with CRMB 55 Grade Bitumen@ 5.4% to 5.6% 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 509 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge (Payment will be made based on levels for finished item of work) | ||||||
| 12 | Road work | 503.0 | 7500.00 | Sqm | 10.00 | 75000.00 |
| Providing and applying tack coat with bitumen emulsion RS Grade using Bitumen pressure distributor at the rate of 0.26 Kgs per sqm on the prepared bituminous/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. | ||||||
| 13 | Road work | 505.0 | 563.00 | Cum | 6873.00 | 3869499.00 |
| Providing and laying of Dense Graded Bituminous Macadam with with 100-120 TPH Batch Mix plant using HBG crushed aggregates of Grading-2 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 Hydrostatic sensor paver for full width 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 (excluding seigniorage) charges of all materials etc., complete and as per MoRT&H specification No. 505 (5th Revision) | ||||||
| 14 | Road work | 502.0 | 7500.00 | Sqm | 29.00 | 217500.00 |
| Providing and applying Prime Coat with bitumen emulsion (slow Setting) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning 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 for finished item of work as per MoRT&H Specification 502 (5th Revision) and as directed by the Engineer-in-charge. | ||||||
| 15 | Road work | 406.0 | 1918.00 | Cum | 2066.00 | 3962588.00 |
| Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) etc complete and as per MORTH 5th Revison & as per the directions of Engineer-In-Charge. | ||||||
| 16 | Road work | 401.0 | 1885.00 | Cum | 1794.00 | 3381690.00 |
| Construction of granular sub-base with crushed stone as sub base material of Grading V as per Table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MORT&H 5th revision & as directed by Engineer-In-Charge. | ||||||
| 17 | Road work | 305.0 | 1087.00 | Cum | 570.00 | 619590.00 |
| Construction of Earthen Shoulders with Sub grade under Footpath with material obtained from Borrow Area with CBR>=12%, PI<12% & MDD> 18KN/Cum 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 seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) (payment willo be based on level for finished item of work) (With Extra Lead 15 Km) | ||||||
| 18 | Road work | 305.0 | 4921.00 | Cum | 570.00 | 2804970.00 |
| Construction of Sub grade with material obtained from Borrow Area with CBR>=12%, PI<12% & MDD> 18KN/Cum 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 seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) (payment willo be based on level for finished item of work) (With Extra Lead 15 Km) | ||||||
| 19 | Road work | 305.0 | 259.00 | Cum | 167.00 | 43253.00 |
| Construction of Sub grade with material obtained from roadway cutting with CBR>=12%, PI<12% & MDD> 18KN/Cum 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 seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) (payment willo be based on level for finished item of work) | ||||||
| 20 | Road work | 305.0 | 4427.00 | Cum | 512.00 | 2266624.00 |
| Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MORT&H 5th revision & as directed by Engineer-In-Charge.( With 15.0 Km Lead) | ||||||
| 21 | Road work | 305.0 | 492.00 | Cum | 154.00 | 75768.00 |
| Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) as per MORT&H 5th revision & as directed by Engineer-In-Charge. | ||||||
| 22 | Road work | 301.0 | 389.00 | Cum | 913.00 | 355157.00 |
| Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts up to 1000m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer-In-Charge. | ||||||
| 23 | Road work | 301.0 | 195.00 | Cum | 147.00 | 28665.00 |
| Excavation in Ordinary Rock sing Hydraulic Excavator CK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) etc complete and as per the directions of Engineer -In-Charge. | ||||||
| 24 | Road work | 301.0 | 3307.00 | Cum | 115.00 | 380305.00 |
| Excavation for roadwork in soils up to SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections etc., complete including (excluding seigniorage) charges for finished item of work for trench cutting with all leads & lifts up to 1000 m etc complete as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge. | ||||||
| 25 | Road work | As directed by Engineer-In-Charge | 2839.00 | Cum | 203.00 | 576317.00 |
| Carting and Disposal of excavated/unservceable material/earth to a lead of 15 km beyond initial lift including labour charges for loading and unloading, transportation etc., complete etc overheads for finished item of work complete as per directions of Engineer-In-Charge. | ||||||
| 26 | Road work | 202.0 | 44.00 | Cum | 859.00 | 37796.00 |
| Dismantling of Cement Concrete of Grade M-15/M-20 (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all leads & lifts up to 1000 m ) as per MORTH 5th Revison and as per the directions of Engineer In-Charge. | ||||||
| 27 | Road work | 0.0 | 8.00 | Each | 1031.00 | 8248.00 |
| Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads&lifts up to 1000m and earth filling in the depression/pit.) etc complete as per technical specifications of MORTH 5th revison followed by the directions of Engineer-In-Charge. Girth from 600 mm to 900 mm | ||||||
| 28 | Road work | 0.0 | 6.00 | Each | 604.00 | 3624.00 |
| Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads&lifts up to 1000m and earth filling in the depression/pit.) etc complete as per technical specifications of MORTH 5th revison followed by the directions of Engineer-In-Charge. Girth from 300 mm to 600 mm | ||||||
| 29 | Road work | 201.0 | 1.06 | Hect | 34650.00 | 36720.34 |
| Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness complete by mechanical means as per Technical Specification Clause 201 MORTH 5th Revision etc complete and as per the directions of Engineer-In-Charge. |
AI Tender Summary
Tender Timeline
Jan 01, 1900
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender