Public Works Department Tender

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

Earth work 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 with in a lead of 1000 metres.[MoRTH Specification : Clause 301, 304]. In Ordinary Soil

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

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. 1:4:8 mix with Crushed stone aggregate 20 mm nominal size.

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

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 In CM 1:4 Random rubble masonry

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

Providing Cement pointing 1:2 flush raise and cut pionting on stone work in cm 1:2 (1cement:2 sand ).

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

Providing and laying cement concrete coping 1:2:4 mix, complete as per specifications . 75 mm thick

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 1.50 M x 1.50 M.

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

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.

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5 . with lead upto 500 mtr to 1000 mtr. Add for each 1 Km beyond 1 Km (Up to 5 Km )

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

Providing, laying, spreading and compacting specified graded sand, gravel as per Table 400-1,400-2 or any other coarse material as per design mix, as per CBR in sub base course including premixing the material at OMC in mechanical mixer(Pug mill), carriage of mixed material spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labour, machinery, lighting, guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401] by mechanical means with all lead.

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to less than 150Kg/Cum, optimum moisture content to be determined during trail length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compating with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 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 sholves, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, 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 MoRD specification clause 1501 including vaccum dewatering process with all required equipments.Cement concrete M-30 grade

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690

Providing and fabricating steel reinforcement For RCC work including cutting, binding, placing in position and binding complete including cost of binding wire as per r MoRTH Specification : Section: 1000 & 1600 TMT Steel Reinforcement.

Construction of CD work at Dausa (Bagas mod) to Bhusawar (MDR-63) Chainage- Km- 94/555

Construction of CD work at (Dausa (Bagas mod) to Bhusawar (MDR-63)] Chainage- Km- 94/690