Public Works Department Tender

Seal Coat Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510. 1) By Manual Means. Case-iv : Type D ( Premix with fine sand ) I) Bitumen (60/70 Grade) VG-30

Manufacturing and supplying of machine made PVC cage wire crates chain link type made by SWG PVC wire bearing with 12/10 SWG GI wire inside the PVC wire, size of cage 500mmx 600mm x450mm having square mesh of 80mm including carrying to the work site as per direction of the Engg-in-charge.(weight of each cage shall not be less than 7.80kg).

Supplying and stacking of mixed class brick bats(50% first class & 50% un-class) including carriage,loading and unloading at site of work complete as per direction of the Engg-in -charge.

Labour charge for filling/ packing of mixed class brick bats(50% first class & 50% un-class) bricks in SWG PVC Wire crates of size 1.50mx0.60mx 0.45m fastening with SWG GI Wire and placing in river bed/slope properly as per direction of the Engg-in-charge.

Surface Drains Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil (A) Manual Means

Earthwork in excavation for structures as per drawing and MoRD technicla specifications clause 305.1 including setting out constrction of shoring and bracing, removal of stumes & other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated sitable material (without dewatering) i) Ordinary soil upto 3.00 m depth

Sand filling Filling in foundation trenches as per drawing and MoRD technical specification clause 305.3.9.12.00

Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) I P.C.C grade M 10 (using jhama brick aggregate) (i) Nominal mix 1:3:6

Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203. I Brick masonry in 1:4 cement mortar

Road side Pucca Drains Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) B.Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) I. In Ordinary Soil

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.