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| 1 | Bridge work |
| 2 | Earth work in excavation of 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 of sides and bottom and backfilling in trenches with excavated approved material.( Sr No 12.01 of MORT&H DATA BOOK) |
| 3 | Earth work in excavation of 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 of sides and bottom and backfilling in trenches with excavated approved material.( Sr No 12.01 of MORT&H DATA BOOK) |
| 4 | Bored cast-in-situ M 35 grade R.C.C. Piles (including Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) ( 2 Nos) excluding steel complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100,1600 & 1700 ( Sr.no 12.24 & 12.37 of MORT&H DATA BOOK) |
| 5 | Plain cement concrete M-15 for Levelling Course complete as per drawings and technical specifications clause 800,1200 ( Sr no 11.4 of MORD DATA BOOK) |
| 6 | Reinforced Concrete M 35 in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications clause 1100, 1500 &1700 ( Sr no 12.40 of MORT&H data book) |
| 7 | Reinforced cement concrete M 35 in Substructure including centering shutering but excluding steel, complete as per drawings and technical specifications Clauses 1500, 1700 & 2200 (Sr no 13.5 of MORT&H data book) |
| 8 | Providing and laying of Filter media with granular crushed aggregates as perspecifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.clause 1204.3.8.1204.3.8 (Sr.no 12.11 of MORD DATA BOOK) |
| 9 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (Sr.no 12.9 of MORD DATA BOOK) |
| 10 | Rubbing the Abutment and Pier caps with carborandum stone as per drawing and Technical Specifications |
| 11 | Furnishing and Placing Reinforced cement concrete M-35 in Super structure including centering shutering but excluding steel complete as per drawing and Technical Specification clause 1500 &1600 1700 (Sr.no 14.1 D of MORT&H data book) |
| 12 | Providing and filling of sealing compound (expansion joint) as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight (Sr no 14.17 (iv) of MORT&H data book) |
| 13 | Drainage Spouts complete as per drawing and Technical specifications Clause 1209, (Sr no 13.10 of MORD data book) |
| 14 | P.C.C. M 15 levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 (Sr no 13.11 of MORD data book) |
| 15 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Sr no 13.12 of MORD data book) |
| 16 | Furnishing and Placing R.C.C M 40 in Anti crash Railing including centering shutering but excluding steel complete as per drawing and Technical Specification (Sr no 14.1 E of MORT&H data book) |
| 17 | Providing and laying 56 mm thick.wearing coat consisting of 50 mm th. Bituminous concrete and 6mm thick Mastic asphaltic with tack coat as per MORT&H Specifications |
| 18 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 800 (Sr no 14.16 of MORT&H data book) |
| 19 | Supplying, Fitting and Placing HYSD bar Reinforcement in foundation complete as per Drawing and Technical Specifications. (Sr no 12.42 of MORT&H data book) |
| 20 | Supplying, Fitting and Placing HYSD bar Reinforcement in substructure complete as per Drawing and Technical Specifications. (Sr no 13.06 of MORT&H data book) |
| 21 | Supplying, Fitting and Placing HYSD bar Reinforcement in super-structure complete as per Drawing and Technical Specifications. (Sr no 14.02of MORT&H data book) |
| 22 | Marking of Centre line, Zebra lines with hot applied thermoplastic road marking paint meterial conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications (upto date revision) (Sr no 8.13 of MORT&H data book) |
| 23 | Providing and fixing Pavement marker (Cat eyes) made out if ABS of size 128mmx110x29.5mm with nail having having 50 mm stem of ABS. The Pavement Marker shall be installed with automatic machine and epoxy \"A&B\" complete in all respects. |
| 24 | Providing and fixing of Standard Metal Delineatoras per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non- metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. |
| 25 | Cost of pile integrate test |
| 26 | Cost of slab load test |
| 27 | Approaches |
| 28 | Dismentling of flexible pavements & disposel of dismentled materials upto lead of 100m stacking serviceable & un serviceable materials seperately as per Technical Specification clause 202. & Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means. (Sr no 2.14 of MORD data book) |
| 29 | Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5. (Sr no 3.3 of MORD data book) |
| 30 | Providing and laying brick on end edging in full brick width and half brick deep including excavation, refilling and disposal of surplus earth, complete in all respects as per PWD specifications. [CSR item no 24.16] |
| 31 | Construction of granular sub base by providing well graded material,spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401.(Sr no 4.1 of MORD data book) (150 mm) |
| 32 | Construction of granular sub base by providing well graded material,spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401.(Sr no 4.1 of MORD data book) (Relaying of retrived material to te recieved from dismantling) |
| 33 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screeningype-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per MoRD Specification Clause 405. (Sr No 4.7 of MORD data book) (WBM Grading -II)(150 mm) |
| 34 | Providing, laying, spreading and compacting stone aggregates wbm GR-III) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. (Sr No 4.7 of MORD data book) (WBM Grading -III)(75 mm) |
| 35 | Providing and applying primer coat with bitumen emulsion (SS-1) Packed on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502 (Sr No 5.1 of MORD data book) |
| 36 | Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503(Sr No 5.2 of MORD data book) |
| 37 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Sr No 5.3 of MORD data book)(50 mm) |
| 38 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508. (Sr No 5.9 II of MORD data book) |
| 39 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (Sr No 5.12 II of MORD data book) |
| 40 | ROAD FURNITURE & ROAD SAFETY MEASURE |
| 41 | Retro-reflectorised Traffic Signs 900x900x900mm triangular |
| 42 | Direction and Place Identification signs with size 900x600mm |
| 43 | Direction and Place Identification signs with size 1200x900mm |
| 44 | Providing and fixing of typical PMGSY informatory sign board with Logo |
| 45 | Providing and fixing of Standard PMGSY Logo Sign Board Double Sided |
| 46 | Providing and Fixing Citizen Informatory Board of PMGSY Project |
| 47 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 48 | Marking of Centre line, Zebra lines with hot applied thermoplastic road marking paint meterial conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (upto date revision) (Sr no 8.13 of MORT&H data book) |
| 49 | Road Diversion |
| 50 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls andparapets Clause 1106. (1000mm dia) (Sr no 9.5 B of MORD data book) |
| 51 | Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5. (Sr no 3.3 of MORD data book) |
| 52 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 (Sr no 4.18 of MORD data book) |
| 53 | Credit of old useful material (i) Bricks |
| 54 | (ii) Brick Bats |
| 55 | (iii) Hume pipes 1000mm dia |
| 56 | Dismantling |
| 57 | 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 lifts and lead of 1000 metres clause 202 (Sr no 2.6 B of MORD data book) (Brick work) |
| 58 | 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 lifts and lead of 1000 metres clause 202(Sr no 2.5 II B of MORD data book (RCC work) |
| 59 | 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 lifts and lead of 1000 metres clause 202(Sr no 2.9 A of MORD data book(Steel work) |
| 60 | Credit of old useful material (i) Bricks |
| 61 | (ii) Brick Bats |
| 62 | (iii) Old steel in RCC work |
| 63 | (iii) Old structural steel |
| 64 | Coffer Dam |
| 65 | Construction of embankment/Coffer dam 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. |
| 66 | Filling cement bags with sand, sewing and laying in position within 30 meters in water as per CSR item 23.27 |
| 67 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 68 | Routine Maintenance after completion of construction work (Lump sum amount for each year per km)AMC for1st Year (fixed Rate = 6249.40, bidder(s)/vendor(s) need not to quote for this) |
| 69 | AMC for2nd Year (fixed Rate = 7594.60, bidder(s)/vendor(s) need not to quote for this) |
| 70 | AMC for3rd Year (fixed Rate = 11060.60, bidder(s)/vendor(s) need not to quote for this) |
| 71 | AMC for4th Year (fixed Rate = 13112.80, bidder(s)/vendor(s) need not to quote for this) |
| 72 | AMC for5th Year (fixed Rate = 15164.90, bidder(s)/vendor(s) need not to quote for this) |
