|
| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means.Item / Page No : 11 / 23Specification No : MORTH-301Spec. Page No : 45-53 |
| 2 | Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre to not less than 97 percent of Standard Proctor density after laying them in layers of 20 centimetre to 30 centimetre. With vibratory rollerItem / Page No : 23 / 24Specification No : MORTH-305Spec. Page No : 63-77 |
| 3 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige of mixed material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401. - Plant Mix Method and grading - I material.Item / Page No : 1 / 26Specification No : MORTH-301, 305, 401, 902, 112Spec. Page No : 45-53, 63-77, 109-111, 417-421, 19-21 |
| 4 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate (V.S.I. grade finely washed crushed sand) conforming to Indian Standard : 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kilogram per cubic metre, 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 / weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor / by suitable means as approved by Engineer in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required, excetra complete.Item / Page No : 13 / 37Specification No : MORT&H-601Spec. Page No : ---Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 5 | Providing and laying in situ M-30 grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (V.S.I. grade finely washed crushed sand) conforming to Indian Standard : 383, using fine and coarse aggregates combined gradation as per Table 600-3 of Ministry of Road Transport and Highways specification 2013, mixed in a batching and mixing plant / non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer in-charge and curing by curing compound / by providing cement vata in cement mortar 1:8 at 0.6 metre X 0.6 metre center to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period or by any other method approved by Engineer in-charge.Item / Page No : 1 / 34Specification No : MoRTH 602Spec. Page No : 263Additional Specifications : 1. With additional specification for controlled concrete. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. |
| 6 | Providing and fixing in position thermo mechanically treated FE 500, 25 milimetre diameter dowel bars precoated with anticorrosive epoxy paint, of required dia, 60 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening, necessary cutting, supported by thermo mechanically treated FE 500 chairs with proper alignment by using properly designed assembly of bulkheads, lubricating half length with bituminous paint as directed, excetra complete.Item / Page No : 15 / 37Specification No : MoRTH 602Spec. Page No : --- |
| 7 | Providing and fixing in position thermo mechanically treated FE 500, tie bars precoated with anticorrosive epoxy paint, of 12 milimetre diameter 70 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening, wrapping with paper of approved quality for half length, necessary cutting, handling, supported by assembly of thermo mechanically treated FE 500 chairs with proper alignment, excetra complete.Item / Page No : 16 / 37Specification No : MoRTH 602Spec. Page No : --- |
| 8 | Cutting transverse contraction joints 3 milimetre to 4 milimetre wide and depth 60 milimetre in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab, excetra complete including subsequent widening of the groove 8 milimetre to 10 milimetre wide at top having depth of 15 milimetre as directed by Engineer in-charge.Item / Page No : 17 / 37Specification No : MoRTH 602Spec. Page No : --- |
| 9 | Providing to contraction joints polysuphide sealent (pouring grade) confirming to British Standard : 5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing polyethylene foam backer rod of required diameter (appraoximately 25 percemt larger than the initial 3 milimetre to 4 milimetre joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. - Contraction and longitudinal joints 15 milimetre deep X 8 milimetre wide.Item / Page No : 18 / 37Specification No : MoRTH 602Spec. Page No : --- |
| 10 | Providing and laying 125 micron low density polyethylene sheet confirming to Indian Standard : 3395 - 1997 below concrete pavement including all materials and labour complete.Item / Page No : 19 / 37Specification No : MoRTH 605Spec. Page No : --- |
| 11 | Providing and laying of hot applied thermoplastic compound 2.5 milimetre thick including reflectorizing glass beads at the rate of 250 grams per square metre area, thickness of 2.5 milimetre is exclusive of surface applied glass beads as per Indian Road Congress : 35. The finished surface to be level, uniform and free from streaks and holes complete.Item / Page No : 12a / 40Specification No : MORTH-805.1Spec. Page No : --- |
| 12 | Supplying and fixing of Swareflex or equivalent metal road studs with shank, made of die-cast aluminum alloy molded body with the size of 100 milimetre X 100 milimetre X 19.8 milimetre, shank size 50 milimetre, having reflective panels of 34 glass reflective elements embedded in plastic and 19 degrees tilted to provide the highest reflectivity having reflective panels in yellow, red and white plastic with yellow, red, white or green glass elements. The weight of aluminum stud should be not less than 370 gram. The studs shall have a compressive strength test certificate of 40 tons in accordance with ASTDM D 4280-04 and successfully passing retro reflectivity test as per EN 1463 part 1 and part 2, from a reputed international laboratory. The bidder shall attach a product warranty certificate against breakage and loss of reflectivity from the manufacturer for 3 years from installation. The fixing of road studs shall be done by using a recommended two component epoxy after drilling 60 milimetre hole on the road for the shank to go inside.Item / Page No : 128 / 280Additional Specifications : The work shall be done as per instructions of Engineer in charge. |
| 13 | Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.Item / Page No : 29a / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 14 | Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.Item / Page No : 30 / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 15 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.Item / Page No : 31 / 24Specification No : MORTH-408Spec. Page No : 139-142 |
| 16 | Providing and fixing Road junction / Information sign board of size 1.20 metre X 0.90 metre prepared on 16 gauge mild steel sheet with angle iron frame of size 35 milimetre X 35 milimetre X 5 milimetre with cross bracing of size 35 milimetre X 35 milimetre X 5 milimetre including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro-reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100 percent reflectionincluding two angle iron post of size 65 milimetre X 65 milimetre X 6 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in whiteand black bands of 30 centimetre. with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with M-20 cement concrete of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-in- charge, excetra complete. Mild Steel sheet with Engineering grade.Item / Page No : 55 / 51Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 17 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of mm made out of mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width includingG.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.600 mm made out of 3mm aluminum composite material with 0.25 mm skin thickness on either sideItem / Page No : 66 / 359Specification No : MoRTH-801Spec. Page No : --- |
| 18 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in ChargeItem / Page No : 36 / 47Specification No : MoRTH-801Spec. Page No : ---Additional Specifications : The work shall be carried out as per instructions of Engineer in charge. |
| 19 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils.Item / Page No : 18 / 24Specification No : MORTH-301, 309Spec. Page No : 45-53, 85-89 |
| 20 | Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 600 milimetre diameter in proper line, level and slope excetra complete.Item / Page No : 14 / 62Specification No : CD.7Spec. Page No : 162 |
| 21 | Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure class-3 of 900 milimetre diameter in proper line, level and slope excetra complete.Item / Page No : 16 / 62Specification No : CD.7Spec. Page No : 162 - 163 |
| 22 | Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-3 of 1200 milimetre diameter in proper line, level and slope excetra complete.Item / Page No : 18 / 63Specification No : CD.7Spec. Page No : 162 |
| 23 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.Item / Page No : 4 / 0Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it. 2. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 24 | Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)Item / Page No : 3 / 0Additional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5. 2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work. 3. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 25 | Surcharge on Royalty charges at the rate of two percent of Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays this Surcharge amount to Revenue department and produces the required voucher.)Item / Page No : 14 / 0Additional Specifications : 1. Letter from the Chief Engineer, Public Works Region, Nagpur; bearing number Ka.Raste-6/Darsuchi/7618/2019 dated 11/09/2019 and Corrigendum number 1 attached to the letter. 2. Above / below percentage quoted by the contractor will not be applicable for this item. |
| 26 | Add insurance 1.00%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. |
| 27 | Add G.S.T. 18%Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge. Please Enable Macros to View BoQ information |
