Public Works Department Tender

Hard Rock

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-15 Using Concrete Mixer.MORTH 12-8-A.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 Using Concrete Mixer.MORTH 12-8-E-1

Hight Up to 5.00 M

Hight Up to 10.00 M

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications MRTH 13-6

Stone mathseo nlaryboiunr.cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry In 1:4 cement mortar MORD 12-4-1-2

Stone mathseo nlaryboiunr.cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry In 1:4 cement mortar MORD 12-4-3-3

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification MISS 14-8

Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel E-250 confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work.including cost of cartage from workshop to Bridge Site including safe stacking of MISS 4-1

Erection of Steel Truss (Girder) Bridge (up to 60m span) as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of approved make. The rate including of cost of all labour, T&P, equipments, civil work and onsumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's esigneer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer

Drainage Spouts complete as per drawing and Technical specification MORTH 14-9

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH 14-10

Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification MORTH 14-11

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) MORTH 14-22

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter.2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately. MORTH 13-8

Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 MRD 10-7

Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of Bearing) complete including all accessories as per drawing and Technical Specifications.

Supply and fixing of 16 mm dia P.F. make 10.90 grade FSFG High Strength Friction Grip Bolt to IS 3157 with High Strength Friction Grip nolt to IS 6623 2004 latest to grade 10.S and High Strength Friction 2 No washer including cost of all material Labour Fixinig at site ,all texes T&P etc Grip nolt to IS 6623 2004 latest to grade 10.S and required for proper completion of the work (16x12mm) as per Anys

Providing and Suppling & Fixing 25 mm dia 1.45 long rock anchring including Supply of all material T&P etc complete in all respect.

(Protection work) ll

Excavation for stuctures earth work in excavation of foundation of stuctures of as per drawing and technical specifications including seting out construction of sh0ring and bresing removal of stumps backfilling with approved material Mechenical Means depth upto 3 m .

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).

(Approch path) lll

Excavation in Hilly Area by mennual means Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Excavation in Hilly Areas in Hard Rock requiring blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2

Construction of Embankment with Material Obtained 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Excavation for stuctures earth work in excavation ffor stuctures of as per drawing and technical specifications clause 305,1 including seting out construction of shoring and bresing removal of stumps and other deletenious material and disposal upto a lead of 50.00 M dresing ides and botom and backfilling in trenches with excavated sutabable material. .

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc.including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

providing and laying pitching on siopes and over prepared filter midia asas per drawing and technical specifications Clauses 1302 stone boulder

Plain cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M-15 Using Concrete Mixer..

Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centreto- centre, complete as per approved drawings Clause 1706