Execution of diversion road, drainage arrangement in deep cutting, Rail barricading at cutting slopes and other miscellaneous works for commissioning of GTLM-NML by-pass line and GTLM -VZM 3rd line in Package-5B as a part of TIG- VZM 3rd line project in Visakhapatnam Division of South Coast Railway

Incremental rate for every Km or part thereof over item 1002 for leading cut spoils beyond 200 M for making formation in filing.

Providing and laying blanketing materials of specifications as per RDSO guidelines for design /Construction of formation on Indian Railway track issued vide letter no. RS/G/108/Heavy Axle Load dated 26.10.2016, using well graded granular material having Cu>7, Cc between 1 and 3, fines (passing 75 microns) between 3% to 10%, minimum Soaked CBR value of 25 and compacted at 100% of MDD in layers of maximum 30 cm thickness in loose state using graders and compaction 3 using vibratory compactors, top and side dressing to provide final formation as per designed profile. The rate shall not include compaction, which shall be paid separately. NOTE: 1) If naturally available materials do not meet the laid down specifications, the blanket material has to be produced by mechanical process using mechanical crushing or mechanical blending method or combination of these two methods as given in the Appendix-C of RDSO Guidelines and Specifications for Design of Formation for Heavy Axle Load -2009. The rate for this item is inclusive of the production of material by mechanical process as per above mentioned RDSO guidelines and in case such mechanical process is not required to be used in providing and laying of blanketing material due to availability of natural blanketing material conforming to laid down specifications, the rate of this item shall be reduced by Rs. 250/- per cum. 2) The filter criteria and minimum EV2 Criteria as mentioned in the guidelines of 2009 is not applicable. 3) The rate shall include cost of all field and laboratory tests except CBR tests which will be paid vide separate BOQ item. 4) The Latest guidelines for Design / Construction of formation on Indian Railway track, issued vide RDSO lr. No. RS/G/108/Heavy axle load dated 26.10.2016 shall be adopted for this item. The basic instructions (other than those contained in the latest guidelines dated 26.10.2016) detailed in GE: G-1 of 2003 and GE:0014 of 2009 shall continue to apply. Blanket Without Blending Less 250 RS/-

Mechanical Compaction of Earth and Blanket materials in layers of about 30 CM (or more or less) in loose state using vibratory compactor (of adequate capacity) so as to achieve 4 compaction as per RDSO Guidelines and Specification for Design of Formation for Heavy Axle Load - Nov 2009. Minimum EV2 Criteria as mentioned in the guidelines is not applicable. Note: The payment for compaction shall be based on the computed quantity of earth work/blanket work from the cross sections. The payment, however, will be restricted only to the approved design profiles furnished by the Engineer; or the actual quantity executed whichever is less.

1A: Turfing planting, including all lead and lift,and watering as required until properly rooted,with, Note:initially payment of only 40% will be made, balance 60% will be paid only after 3 months of maintenance period if the turfing properly rooted. Turfing with planted doob grass

Uprooting weeds on or from station platforms,surroundings as well as formation width after loosening surface by raking.The rate is inclusive of cost of men and tools etc complete as directed by Engineer incharge.

NS-04/1A: Providing, fixing and erceting barricade for protecting the existing running track from any infringment, damage by running vehicle like, trucks, tippers, heavy machinery, consisting of pre cast posts made up with M.S.angle 1625mm long of size 50x50x6mm embedded in precast concrete block of size 300x300x450mm (M20 grade concrete with 20mm metals) spaced at 3m interval up to a height of 1.2m above existing formatiion. Barricading of two types. Type-1 to be provided for embankment and cutting in ordinary soil, Type-II to be provided for cutting in hard rock and boulder. Ty-1 consists of fixing of plastic marker type 62mm minimum width in two rows as shown in drawing and yellow retro reflective tape 75mm wide sticker to each angle at two locations. 15 ty-2 barricading consists of chain linking fabric fencing mesh of size 50x50mm made of GI wire of 4mm dia.between vertical posts in addition to plastic marker tape 62mm wide and yellow retro reflective tape 75mm wide as above. Trenching and embedding of precast posts upto 450mm below existing formation, rigid binding of all structural members of barricading in position as per the directives of the engineer incharge. The rate includes cost of cement and all materials, all labour, all taxes transportion to the site of the wotk, loading, unloading, ascent,descent tools and plants, digging of trenches, tight packing surrounnding the posts, dismantling anfd taking away after completion of the work, refilling the trenches after dismantling and making the formation good etc. complete as per the drawing in joint safety circular No. 01/2014 of E.co.Railway dated 18.03.2014.The rate is also inclusive of providing two guy posts at every 6th posts as shown in the above drawing. Above/

Finishing walls with water proofing cement paint of required shade two or more coats on new work applied @ 3.84 Kg/10 sqm Above/

Supply of 43 grade cement OPC conforming to IS: 8112 with latest amendments and using the same in the work as per RVNL's approved mix design as per RVNL's prescribed rates of consumption including all lead lift, labour, loading unloading, ascent, descent, crossing of Railway lines(s), royalty, taxes, transport (contractor's own), tools and plant complete. Above/

9003: Providing Road Vehicle mentioned below for the use of Engineer/Employer as per the Conditions mentioned in Clause 3.4.3, i.e 3.4.3.1 to 3.4.3.3 of Chapter 3 (Site Facilities for the Employer and the Engineer) of Section 5 Work's Requirement) of Tender Documents. Bike

NS-04/9006A: Extra for running and maintenance of Motor Bike for every additional km over and above 2500 kms as covered under item 9006 Above/

10-Bill NO. 10: Other Items of Work not covered in Bill No. 1 to 9 1000000.00 Below/P

Execution of item(s) of works covered by chapters 1 to 25 of USOR-2010 of East Coast Railway. Note: This bill will be operated for only those works which cannot be executed by operation of BOQ items in bill no. 1 to 9. Above/

2A-Bill No. 2A: Bridge work (Other than Steel items) 7390971.34 Below/P

Providing and laying M 10 cement concrete in foundation and floor using well graded stone aggregate of 40 MM nominal size.

Providing and laying design mix control concrete M20/M25 in piers, retaining walls, wing walls, return walls, bottom/top plug of wells and protection work etc. using well graded stone aggregate of 40 MM/20 MM nominal size.

Removing and re-fixing of pre-cast cement concrete blocks (of size 25X25X20cm/37.5X 22.2X15 cm. or any other size) or stone pitching provided for protective works 4 at bridges & banks like toe wall, flooring etc, including earthwork providing gravel backing laying with contractor's labour, pointing with CM 1:2 mix and as directed by Engineer -in-charge.(All Labour and materials excluding cement by Contractor) Note: 1) Payment for gravel backing will be paid under item no. 2038 of this Bill. 2) Payment shall be made after refixing.

Providing and laying dry stone backing behind abutments, wing walls, return walls, RCC boxes with stones not less than 15 CM in any direction and not less than 15 KG (except smaller boulders required for filling voids) in weight.

Providing and laying 300 MM thick dry stone pitching in flooring, exposed slopes, etc. with boulders of not less than 30 KG each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary including filling the gaps with quarry spalls.

Providing and fixing bridge plaque (750 MM base, 720 MM height triangular section with 400 MM thickness) on both sides of parapet using cement concrete of specified mix including engraving bridge number, direction of flow and other details including painting the letters with enamel paint of black colour of approved quality with white back ground as per standards of railway as directed by the engineer.

Providing and fixing river name boards of size 2.10 M x 1.0 M made of MS sheet 6 MM 8 thick and ISA 50 x 50 x 5 MM frame all around, fixed on rail posts erected with railway's rails fixed in cement concrete base of size 60 CM x 60 CM x 75 CM of CC 1:2:4 including painting with two coats of paint of approved quality and colour over one coat of primer, writing the name of the river in vernacular and English in black colour with yellow back ground as directed by the engineer.

Providing and fixing of 75 MM dia PVC pipe for weep holes in abutments, wing walls, return walls, face wall, retaining wall etc at suitable intervals as directed by the Engineer-in-charge.

Supplying and laying of 150mm thick well graded stones aggregate/gravel as base 10 layer over the slopes of embankment with manual dressing with water compaction including the cost of supply of all material, labour, lead, lift, tools, plants, crossing of tracks etc. complete as per approved drawings and technical specifications.

Manufacturing , providing boulder crates and placing the stone boulders in crates for construction of coffer dam in Pond/jheel/ or any other water body for purpose of filling the water bodies with sand etc in above/under water conditions as per approved drawing furnished including supplying of 8 SWG GI wire netting 150x150 mm mesh with proper securing. Boulder will be 11 supplied by the contractor of approved quality of suitable sizes of weight not less than 30 Kg and stacking the same at desired locations including loading, unloading, handling and all lead, lift and freight charges etc complete as directed by the engineer in charge. The rate shall include cost of royalty, all sorts of taxes etc. complete in all respect as per the direction of Engineer-in -charge. Rate includes all lead, lift, descent and crossing the track etc. to complete the work in all respects. This item does not include cost of sand required in backfill and the same will be paid separately.

NS-08/2A.2: Painting the HFL and danger level marks, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. Above/

2B-BILL No.2 : BRIDGES; Bill No. 2B- Bridge work: (Steel items Involving

NNS-19/7A: Erection of protective screen on FOBs/ROBs. Above/

2C-Bill No. 2C: Bridge work (Supply of Steel items ) 1814426.00 Below/P

Supplying TMT Fe-500/Fe-500D* reinforcement steel conforming to IS:1786-1985 including decoiling, straightening, cutting, bending, placing in position, binding with 1MM dia GI 1 binding wire. Note : 1. Reinforcement, shall be measured in length for different diameters used in the works and then paid as per standard weights as per IS 1732. Wastages, overlaps, coupling, welded joints, space bars, chairs and binding wire shall not be measured and cost of these items shall be deemed to be included in the rates. 2. * For seismic zone III, IV & V, only TMT Fe-500D steel shall be used. Above/

5A-Bill No. 5A: P.Way Linking (Installation Work) 414196.65 Below/P

Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete 4 duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. Above/

7A-Bill NO. 7A: Platform, Passenger amenities and miscellaneous works

Providing Rail Barricading with rails supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one 11 or more row of horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of red oxide painting of steel work. Note: 1. Excavation and concrete work will be paid separately. 2. Rail shall be made available within 250 metres

Item Breakup - 1-Earthwork in Formation

1002A: Soil excluding rock. Total 877650.00 1009: Cutting down trees and uprooting of roots including transporting the wood to nearby railway store or forest godown as per direction of the engineer. Note: (i) Cutting of trees with girth less than Item- 8 30 cm and their clearance is covered under item No. 1001 & 1002. Girth will be measured at a height of 1 M above ground level. (ii) Contractor will arrange necessary forest clearance on behalf of RVNL before cutting/felling trees. S No. Item Description of Item Unit Qty Rate Amount No

1009a: Girth above 30 CM and up to 60 CM

1009b: Girth above 60 CM and up to 90 CM Total 16200.00 NS-04/1A: Providing, fixing and erceting barricade for protecting the existing running track from any infringment, damage by running vehicle like, trucks, tippers, heavy machinery, consisting of pre cast posts made up with M.S.angle 1625mm long of size 50x50x6mm embedded in precast concrete block of size 300x300x450mm (M20 grade concrete with 20mm metals) spaced at 3m interval up to a height of 1.2m above existing formatiion. Barricading of two types. Type-1 to be provided for embankment and cutting in ordinary soil, Type-II to be provided for cutting in hard rock and boulder. Ty-1 consists of fixing of plastic marker type 62mm minimum width in two rows as shown in drawing and yellow retro reflective tape 75mm wide sticker to each angle at two locations. ty-2 barricading consists of chain linking fabric fencing mesh of size 50x50mm made of Item- 15 GI wire of 4mm dia.between vertical posts in addition to plastic marker tape 62mm wide and yellow retro reflective tape 75mm wide as above. Trenching and embedding of precast posts upto 450mm below existing formation, rigid binding of all structural members of barricading in position as per the directives of the engineer incharge. The rate includes cost of cement and all materials, all labour, all taxes transportion to the site of the wotk, loading, unloading, ascent,descent tools and plants, digging of trenches, tight packing surrounnding the posts, dismantling anfd taking away after completion of the work, refilling the trenches after dismantling and making the formation good etc. complete as per the drawing in joint safety circular No. 01/2014 of E.co.Railway dated 18.03.2014.The rate is also inclusive of providing two guy posts at every 6th posts as shown in the above drawing. S No. Item Description of Item Unit Qty Rate Amount No

Running (ii) Ty-2 Barricade Metre Total 136460.00

Item Breakup - 6-Bill No. 6: BUILDINGS

13.82.1: One coat Total 82800.00 13.83: Wall painting with premium acrylic emulsion paint of interior grade,,having VOC(volatile Item- 2 organic compound) content less than 50 grams/ litre ,of approved brand and manufacture, including applying additional coats wherever required,to achieve even shade and colour. S No. Item Description of Item Unit Qty Rate Amount No

13.83.1: One coat PIU-WALTAIR-1-CIVIL/RVNL Total 286350.00

Item Breakup - 9-Bill No. 9: Site Facilities

Vehicle- 9003a: INNOVA, MAHINDRA XUV500 or similar Month

9003b: BOLERO, SCORPIO, ERTIGA, MARAZZO or Vehicle- similar Month

Per 9003c: Extra for running and maintenance of kilometre every additional km over and above 4000 kms as Per specified in item 9003 (a) Month

Per 9003 d: Extra for running and maintenance of kilometre every additional km over and above 4000 kms as Per specified in item 9003 (b) Month Total 1639232.00

Item Breakup - 2A-Bill No. 2A: Bridge work (Other than Steel items)

2001 a: Soil excluding rock. Total 71030.40

Item Breakup - 5A-Bill No. 5A: P.Way Linking (Installation Work)

5006 a: Average lead, from the place of issue MT upto the middle point of location of laying in each KM, upto 10 KM Total 295584.00 5045: Shifting of P. Way materials such as rails, sleepers, points and crossings, fastenings etc. and Item- 2 stacking at the nominated place upto 250 m lead as directed by Engineer-in-Charge including all lift, labour, tools and machinery etc. complete S No. Item Description of Item Unit Qty Rate Amount No

5045a: For lead upto 50 m

5045b: Extra for lead for every 50 m or part MT thereof beyond initial 50 m lead Total 100490.00