Major bridge 611(8x30.5m CG), in RGDA-LDX 3rd Line - Construction of P6,P7,A2 with open foundation along with superstructure for 8 spans in connection with VZM-TIG 3rd Line.

1-EARTHWORK IN FORMATION (Standard Rates) 2301000.00 Below/P

Earthwork in excavation by mechanical means (Hydraulic excavator) in cutting, in formation, trolley refuges, side drains, yard drains, catch water drains, etc. including leading usable cut spoils up to 200 M and making formation i n filling (as detailed i n item no. 1001) using the cut spoils, site clearances, setting out and demarcation, disposing off surplus unusable cut spoils as per directions of the engineer, and top and side dressing and compaction of cutting formation to provide 1 final formation as per designed profile. The rate shall include compaction o f cutting formation and initial compaction of sub-soil where cut-spoils are used in filling. The rate shall not include cutting of trees with girth above 30 cm and compaction of cut spoils in filling, which shall be paid separately. Note- (1) Rock spoils such as stones, boulders, pebbles, gravels etc available from excavation, if are found suitable for use in works as per required specifications even after modifications etc., can be used free of cost but the legally payable royalty and taxes are to be paid by the contractor to the concerned authorities. (2) Payment for earthwork in excavation for pucca drains shall not be payable under this item and the same shall be paid under item no. 7005. 1002 a) Soil excluding rock. Above/

8-Supply of Cement Site Specific Rates 22105440.00 Below/P

Supply of 53 grade cement OPC conforming to IS: 12269 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 o f Railway lines(s), royalty, taxes, transport (contractor's own), tools and plant complete. Above/

10-Other Items of Work not covered in Bill No. 1 to 9 10000000.00 Below/P

Execution of item(s) of works covered by chapters 1 to 25 of USSOR-20.. of .............. 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. [Enter year of USSOR and Railway whose USSOR is to be adopted for the tender] Above/

2B-Bridge work: (Steel items Involving Fabrication and Erection ) 3297000.00 Below/P

Providing pathways of galvanized steel chequered plates conforming to IS:3502 including fixing on steel sleepers with nuts and bolts as per drawing. Above/

2C-Supply of Steel items Standard Rates 58348243.40 Below/P

Supplying T M T Fe-500/Fe-500D* reinforcement steel conforming t o IS:1786-1985 including decoiling, straightening, cutting, bending, placing i n position, binding with 1MM dia GI binding wire. Note : 1. Reinforcement, shall be measured in length for different diameters used in the 1 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 b e measured and cost o f 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. 3. Payment will be made on completion of scope of the item and the same is not linked to concreting. Above/

2A1-Bridge work (Other than Steel items) 11844930.00 Below/P

2001 f) Filling available excavated earth (excluding rock) in trenches, plinth, sides of 5 foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m Note: Measurement for this item shall be the quantity of earthwork in excavation actually measured for payment minus the quantities of concrete and/ or masonry paid up to ground level.

Providing and laying 40 MM expansion joint as per RDSO drawing No. B-1757R.

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 7 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.

Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 Cement and ordinary sand mortar including testing of joints but excluding earth work with all labour and material as a complete job. Cement for mortar will be paid separately. 2042 f) 1200mm dia

Driving 'Z' section MS sheet piles, upto 10mm thickness, side by side in all kinds of 9 soil mechanically or manually as per directions of Engineer-in-charge and removing after the work. The rate shall include all labour, materials, tools and plants, lead and lift as per site condition including 'Z' section sheet pile. Note: Measurement will be based on area covered i.e. depth of pile actually driven in the earth along the trench multiplied by length of such protection along the trench.

Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. The rates include the cost of pumping or bailing out water with the contractor's pump(s), tools, plants, fuel and labour etc complete. Note: 1) In case any work is to be executed in or under water and/or liquid mud/under foul position which requires pumping out, the contractor shall deploy pump(s) of required capacity as directed by the 10 Engineer. The payment under this item shall be permissible for the works which require pumping but the rates of pumping are not included in the item. 2) Whenever pumping out is ordered by the Engineer, a log book shall be maintained duly recording the capacity of the pump(s) deployed and timing of starting and stopping of each pump to arrive at the number of hours for which the pump has worked. This log book has to be signed on daily basis by authorised representative of PMC and contractor till pump is deployed. 3) For payment purposes cumulative time in minutes for each capacity of pump is to be added and divided by 60 to arrive at the number of hours ignoring upto 0.5 hours and rounding off to one hour beyond 0.5 hour. Above/

2A2-BRIDGES (Site Specific Rates) 48118360.00 Below/P

Providing and laying design mix control concrete M20/M25 i n 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.

Providing and laying Design mix control concrete M25/M30/M35/M40 in cast-in-situ RCC works of raft, pile cap, pier, abutment, well steining, RCC well kerb, well cap, pier cap, Jacketing, dirt wall, return wall, wing wall, fly wing wall, retaining wall, approach slab, foot path slab, wearing 2 course, ballast retainers, RCC railing, inspection platform, pedestal, boxes and other miscellaneous works using well graded stone aggregate of 20 MM nominal size. Note: Extra @ 32% of the rate for concreting done for the jacketing work under this item shall b e payable and shall deem to include cost of surface preparation, drilling of holes, insertion of dowel bars and grouting of holes etc. required for the work but exclude cost of dowel bars which shall be payable separately under relevant BOQ item.

Supplying and filling sand in well/Box Culvert etc of approved quality in layers of 300 MM including watering, ramming. Above/

2A3-BRIDGES (Site Specific Rates)2 572320.00 Below/P

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 backfill material behind boulder filling of abutments, wing walls, return walls consisting of granular materials of GW, GP, SW groups as per IS 1498-1970 in required profile .