Public Works Department Tender

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments

Providing and laying of interlocking concrete block pavements having thickness 100mm as per drawing and technical specifications.

Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400. Random Rubble Masonry, In Cement Mortar 1:4

Part - "B" RCC Drain Work Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil

Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size.

Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M20

Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600. TMT Steel reinforcement

Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900. NP - 3 (Single Row). 300mm Dia

Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900.NP - 3 (Single Row). 600 mm dia

Part - "C" Masonry Drain Work Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil

Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700. P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. P.C.C. grade M15

Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400. Random rubble masonry, in cement mortar 1:4

Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 75 mm thick

Part - "D" Road Furniture Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.

Supplying & fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on Each side.

Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.

Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting and black reflective arrow, complete in all respect.

P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect