Public Works Department Tender

Prime Coat: (i) Low porosity: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- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.

Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface. Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm.

Providing, laying and rolling of open - graded premix carpet of 25 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 wheeled roller 8-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A Type B or Type C or Type D as per MoRD Technical Specification Clause 508 (I) By manual means , Bitumen VG- 30 (60/70)

Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510: (a) By Manual means: type D (premix with fine sand), Bitumen of VG-30

Construction of unlined surface drains of average cross sectional area0.40sqminordinarysoil tospecified lines, grades, levels anddimensions. Excavatedmaterial tobe used inembankmentwithaliftupto3mandleadof50m (average lead25m)asperMoRDTechnical Specification Clause 307. Surface drains in ordinary soil (A) manual means

Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201:- By Manual Means:- (i) In area of non-thorny jungle.

Earthwork in excavation for structures as per drawings and MoRD technical specifications clauses 305.1 including setting out,construction of shoring & bracing ,removal of stumps & deleterious material and disposal up to a lead of 50 m ,dressing of sides & bottom and backfiling in trenches with excavated suitable material :- Ordinary soil upto 3 m depth (A) With dewatering .

Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9 ,1200 :- (A) Sand filling.

Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per frawings & MoRD technical specification clauses 802,803,900,1202 and 1203 (including centering ,shuttering etc .but excluding reinforcement ):- (i) P.C.C grade-M10 nominal mix (1:3:6):- using jhama brick aggregate.

Brick masonary in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specification & clause 600,1202 and 1203 :-(i) Brick work in 1:4 cement mortar.

Brick masonary in cement mortar in sub-structure completed excluding pointing & plastering as per drawing & MoRD technical specification & clause 600,1202 and 1203 :- (i) Brick work in 1:4 cement mortar.

Plastering with cement mortar (1:4)12 mm thick on brick work/CC work in/c finishing coat of neat cement punning with 2.75 kg per sq.m. in sub structure as per MoRD technical specification cl 613.4 and 1204.

Providing weep holes on brick masonry/plan/reinforced concrete wall with 75 mm dia uPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1 V:20 H towards the drawing face including cutting, fixing etc. complete as per drawing and direction of the Engineer-in-charge and technical specification.

Construction of embankment with approved material obtained from borrowpits with a liftup to 1.5m,transporting to site,spreading ,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 m as per MoRD technical specification clause 301.5 .

Single bamboo palasiding/walling of whole 2nd class bamboo(Jati or Betua) 65 to 75 mm dia and closely packed & driven @150 mm c/c in/c fitting fixing with half bamboo kamis horizontally in three rows with cane or trying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification clause 1302.5.A) Driven at least 900 mm below ground level and 1200 mm above ground on average.

Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled materials with all lifts upto a lead of 100 m , stacking serviceable materials and unserviceable materials separately as per MoRD Technical Sp. Cl 202(I) By Manual means, (A) Bituminous courses

80 mm thick factory made c.c. interlocking paver block of M-35 Grade: Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.

Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903

Providing and laying flat brick soling layer on prepared sub-grade according to lines, grades and crosss-section shown on the drawing filling joints with Earth free from clay with a plasticity index not exceeding 6, watering and rolling the same with three wheeled roller 80-100 KN as per MoRD technical specification clauses 412.

Providing and laying brick edging laid length wise on prepared sub-grade according to lines, grades and cross - section shown on the drawing, filling joints with earth, free clay with a plasticity index not exeeeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical specification clause 412

Plain/reinforced cement concrete in substructurecomplete including formwork as per drawings & MoRD technical specificationClauses802,804,805,806,807,900,1202& 1204. (including centering, shuttering, staging etc. but excluding reinforcement) RCC M 25 i) upto 5 m height

Supplying, fitting&placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure completeasper drawings&MoRDtechnical specification Clauses 1002, 1005, 1010 and 1202.