Tender For Remaining Works At Minority Boys Hostel, Jhunjhunu - Earth Work In Excavation In Foundation Trenches Or Drains Including Dressing Of Sides And Ramming Of Bottoms, Lift Up To 1.5 Mtr. Including Taking Out The Excavated Soil Anddepositingandrefil, jhunjhunu-Rajasthan

Remaining works at Minority Boys hostel, Jhunjhunu - Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil anddepositingandrefillingofjhiriwith watering &ramminganddisposalof surplusexcavatedsoilasdirectedwithina lead of 50 meter.Ordinary Rock 3 Providingandlayinginpositioncement concreteincludingcuringcompactionetc. ofspecifiedgradeexcludingthecostof centeringandshuttering=Alluptoplinthlevel 4 1:4:8(1Cement:4CourseSand:8Graded stone aggregate 40 mm nominal size 5 RandomRubblestonemasonaryfor foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : 6 Cement Mortar 1:6 (1-Cement:6-Sand). 7 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level 8 Providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cements and mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. All work upto plinth level 1:1.5:3(1-Cement:1.5coarsesand:3-gradedstone aggregate 20 mm nominal size) 9 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. 10 Brick masonary with mechanised autoclaved flyash lime brick conforming to 12894 ;2002 of class desigation 100 in foundation and plinth mm in :( Used Banas/ Bikaner sand 11 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 12 Plasteronnew surfaceonwallsincementsandmortar1:4includingrackingofjoint etc. complete fine finished: 13 Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sandpapering, primer, putty, etc complete in all respect. 14 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with four horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. 15 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earthwithin a lead of 50 mtr 16 Filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingles sand 17 Construction of Tube well upto 100Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS:2800 (PartI&II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have athrough out bore as per nominal dia of casing pipe 18 Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness 19 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig- Zag fashion & making air vent at top including the cost of Tee- Nipples, Elbow, Socket etc. 20 Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent at top complete as per direction ofEngineer incharge. 21 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids

INR 500 /-

INR 33080.0 /-

INR 16.54 Lakhs /-