Tender For Providing Basic Facilities At Jambhe Dam Premises In Taluka-Shahapur, District-Thane. (Under Tourism Programme), shahapur-Maharashtra

Tender For Providing Basic Facilities At Jambhe Dam Premises In Taluka-Shahapur, District-Thane. (Under Tourism Programme)-1 108.00 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. 2 153.00 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as 3 151.47 Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. 4 76.50 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Plant Mix 5 51.00 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh 6 102.00 Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate( natural sand/VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting 7 510.00 Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395: 1997 below concrete pavement including all materials and labour complete. 8 120.00 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having 9 120.00 Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS 5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter 10 19.28 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 11 19.28 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete 12 108.00 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. 13 43.74 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (By Mechanical Means) a) Upto 1.50m lift Normal Rate 14 11.90 Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary disposing off excavated stuff as directed etc. complete. Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10% 15 5.95 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing compacting etc. complete. 16 23.31 Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates required specifications (Natural sand / VSI sand finely washed etc) 17 79.26 Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls including necessary form work, compaction, finishing curing etc. complete. (with reversible drum type mixer/concrete batch mix plant (pan mixer) with SCADA 18 15.60 Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) 19 19.50 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. 20 216.20 Providing approved quality of dressed trap stone with rough tooled dressing (as per PWD specifications B. (a) page No.43 Royalty Charges 46.86 A) Royalty Charges 113.54 B) Royalty Charges-Sand Testing Charges 1.00 Coarse Aggregate - Gradation 1.00 water absorption Specific gravity Impact value, Crushing value 1.00 Coarse Aggregate - Abrasion value 1.00 Flakiness Index & Elongation Index 1.00 Cement -Standard Consistancy Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength Soundness 1.00 SAND - Fineness Modulus (sieve Analysis), Silt & Clay Content 6.00 C.C.Cube for M-30 - Compressive Strength OF C.C. Cube (Set of 3 cubes). 1.00 mix design m-30

INR 590 /-

INR 43000.0 /-

INR 41.38 Lakhs /-

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