Construction and Maintenance of Road from L024- Link Road Km 4.075 of Poonch Kuniyan Road to Panjkakrian, Package No. JK11-4035, PMGSY-IV, Batch-I of 2025-26, Block-Poonch, District Poonch. Length-4.032 Kms

Earth Work in Hilly Roads:- Excavation in all kinds of soil, Soft Rock & Hard Rock, by mechanical means including cutting and trimming of side slopes & disposing of Excavated earth with all lift and leads as directed for safe disposal of un-serviceable/surplus excavated material without damaging private/public property As per Technical specification clause 1603.1. and 1603.2 .

Excavation for Structures:- Earthwork in excavation for structures in all kinds of soil, soft and hard rock as per drawings and Technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposing of surplus, un-serviceable Excavated earth as directed at site for safe disposal of same without damaging private/public property, dressing of sides and bottom and backfilling in trenches with excavated suitable material including de watering if required.

Providing and laying of plain cement concrete of Grade M-10 in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203. including all leads, lifts and carriages of materials by MT complete.

Providing and laying of plain cement concrete of Grade M-15 in Foundation complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing and form work, all leads, lifts and carriages of materials by MT complete.

Providing and laying of plain cement concrete of Grade M-15 in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing and form work, all leads, lifts and carriages of materials by MT complete.

Providing and laying of plain Cement concrete of Grade M-20 in foundations complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing, form work , all leads, lifts and carriages of materials by MT complete.

Providing and laying of plain Cement concrete of Grade M-20 in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing, form work , all leads, lifts and carriages of materials by MT complete.

Providing and laying reinforced cement concrete of Grade M-25 in Foundation complete as per drawings & Technical specification Clauses 802,

Providing and laying reinforced cement concrete of Grade M-25 in super structures complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202, 1204, 1205.4 & 1205.5 . Including cost of curing ,and form work , all leads, lifts and carriages of materials by MT complete.

804, 805, 806, 807, 1202, 1204, 1205.4 & 1205.5 . Including cost of curing ,and form work , all leads, lifts and carriages of materials by MT complete.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Super Structure including bending, binding complete as per drawings & Technical specification Clauses 1002, 1010 and 1202 including cost of binding wire and also including, all leads , lifts, handling & re-handling and carriage of materials by MT complete.

Polygonal/Random Rubble Masonry laid Dry un coursed brought to course in sub structure including cost of bond/through stones, all leads, lifts, carriages,of materials by MT handling and re-handling complete.

Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (1 cement :6 fine sand) in sub- structure including leveling up as specified level with M-5 including cost of through/bond stones , all leads, lifts, carriages of materials by MT handling, and re-handling complete.

Back Filling stones behind Abutment, wing wall, R/ Wall in 50% stones and 50% earth (less 50% stone Available)

Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 including all leads, lifts, carriages of materials by MT handling, re-handling and including cost of wire crates complete.

Providing and laying reinforced cement concrete NP3 pipes 1000mm dia for culverts on 1st class bedding of granular material bedding in single row including fixing collar with cement motar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages of material by MT complete

Construction of Granular Sub-Base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 including all leads, lifts, carriages of material by MT complete. For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam (WBM) 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 screening to fill-up the interstices of coarse aggregate, watering and compacting to the required Grading-III by mechanical means as per technical spectification clause 405 including all leads, lifts, carriages of materials by MT complete.

Providing and applying Primer Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/Sqm using mechanical means as per technical specification clause 502 including all leads, lifts, carriages of materials by MT , loading and unloading complete. (Low Porosity)

Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. including all leads, lifts, carriages of materials by MT, loading and unloading complete.

Providing & laying 50 mm thick Bituminous Macadam (BM) wearing coat with hot mix plant using crushed aggregates of Grading as per Table 500.4 premixed with bituminous binder, transported to site 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 Specifications Clause 504 including all leads, lifts, carriages of materials by MT loading and un-loading complete.

Providing, laying and rolling of Open-Graded Premix Carpet (OGPC) of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 80-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat of either Type-A or Type-B or Type-C as per technical specification clause 508 including all lead, lifts, carriages of materials loading and unloading complete By Mechanical Means .

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510 including all leads, lifts, carriages of materials by MT, loading and unloading complete by Mechanical Means .

Construction of Subgrade and earthen Shoulders (Berm Filling) with approved material available from road cutting, spreading, grading to required slopes and compacted to meet requirements as per technical specifications including all leads, lifts, carriages of materials by MT loading and unloading complete

Providing and fixing of Typical PMGSY Informatory/Citizen Informatory Sign Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 02 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG Steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 including all leads, lifts and carriages of material by MT complete

Providing and erecting a "w" metal beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fitings to conform to IS: 1367 and IS:1364, metal space beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clause MORTH specification No. 810 including all leads, lifts and carriages of material by MT complete

Providing of retro-reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflecting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmely fixed to the ground by means of properly disigned foundation with M15 grade cemnet concrete 450 x 450 x 600 mm below ground level as per drawing and technical specifications clause 801 including all leads, lifts and carriages of material by MT complete

Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. (Ordinary Km Stones Precast)

Providing and fixing of raeinforced cement concrete M-15 grade km stone/local stone of standard design as per IRC8 fixing in position including paintaing and printing etc as per drawing and technical specification clause 1703. (200 mtr. stones pre cast).

Providing and fixing of raeinforced cement concrete M-15 grade km stone/local stone of standard design as per IRC8 fixing in position including paintaing and printing etc as per drawing and technical specification clause 1703. (RD stones pre cast)/ boundary pillars.

Providing and applying 2.5mm thick road marking strips(Retro-reflective) of specified shade/colour using hot thrmoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experinced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, greace and foreign material etc complete as per direction of engineer- incharge and accordance with applicable specifications.

Providing weep hole in stone masonary plain/ reinforcement Cement concrete abutments wingwalls, returnwall with 100mm dia. pipes( AC/PVC etc) exceeding enough in width of structures with slope of1 in 20 towards drawing face complete as per drawing and tech.specification clause1294.3.7

Providing and fixing of road stud/delineators 100x100mm die cast in almuninium, esistant to corrosive effect of salt and gril, 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.