1092

Office Of Nagar Panchayat Dabhara, District - Sakti (C.G.)

Name of Work - Laying of Pipeline at Ward No.- 14, Dabhara

Based on P.H.E. USOR for Water Supply w.e.f. 01.06.2020 & Amedment 07/2022-23.

S.No. Item No. Item Nos. Qty. Unit

1 18.29.1 / Page 227 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in-charge.

(1) Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix ) 1 175 Cum

2 18.29.3 / Page 228 Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, cutter breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately 1 262.5 Cum

3 18.15 / Page 225 Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift upto 1.5m, disposal earth to be levelled, neatly dressed. 1 875 Cum

4 18.16 / Page 226 Earth work in excavation for pipe trench in Hard soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift upto 1.5m, disposal earth to be levelled, neatly dressed. 1 875 Cum

5 18.24 / Page 227 Supply & Filling moorum /river sand for pipe bedding or over the pipe (including supply) 1 175 Cum

6 7.1 / Page 108 Providing, laying and jointing following P.V.C. pipes with solvent cement joint for 6, 8 and 10 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect. 8kg/sqcm

90 mm dia. 1 1750 Rmt

7 7.2 / Page 108 Labour for laying in position including testing following PVC pipes of 6, 8 and 10Kg/Sqcm. pressure. 8kg/sqcm

90 mm dia. 1 1750 Rmt

8 7.3 / Page 109 Providing, Solvent Cement Joints to PVC Pipes and fittings of 6, 8 and 10 Kg/Sq cm. Pressure including testing of joints and cost of jointing materials (i.e. socket, coupler & solvent cement) 8kg/sqcm

90 mm dia. #REF! 291 Each

9 7.4 / Page 109 Labour for providing solvent cement joints to PVC pipes and fittings of 6, 8 and 10Kg /Sq cm. Pressure including testing of joints but excluding cost of jointing materials (i.e. coupler and solvent cement) 8kg/sqcm

90 mm dia. #REF! 291 Each

10 7.5 / Page 109 Providing and laying in position including testing following PVC bends suitable for 6, 8 and 10 Kg/Sq. cm. pressure pipes. 8kg/sqcm

90 mm dia. 18 18 Each

11 7.6 / Page 110 Providing and laying in position including testing following PVC Tees, suitable for 6, 8 and 10 Kg/Sqm. Pressure pipes. 8kg/sqcm

90 mm dia. 18 18 Each

12 7.7 / Page 110 7 Providing and laying in position including testing following PVC flanged tail pieces suitable for 6, 8 and 10 Kg./Sq. cm. Pressure pipes. 8kg/sqcm

90 mm dia. 18 18 Each

13 7.8 / Page 110 Providing and laying in position including testing following PVC end Cap (plugs) suitable for 6, 8 and 10 Kg/Sq cm. Pressure pipes. 8kg/sqcm

90 mm dia. 19 19 Each

14 7.9 / Page 110 Providing and laying in position including testing PVC coupler suitable for 6, 8 and 10 Kg/Sq. cm. Pressure pipes. 8kg/sqcm

90 mm dia. 0 0 Each

15 7.10 / Page 111 Providing and laying in position including testing of following PVC Reducers suitable for 6, 8 and 10 Kg/Sq cm. Pressure pipes. 8kg/sqcm

110 × 90 mm dia. 18 18 Each

16 7.11 / Page 111 Labour for laying in position including testing all types of PVC fittings such as bends, tees, plugs etc. for following PVC pipes. 8kg/sqcm (Total Qty. of S.No. 10, 11, 12, 13, 14 and 15)

90 mm dia. 91 91 Each

17 7.12 / Page 111 Providing and fixing PVC Djoint (Detachable joint) in PVC pipe line suitable for classes up to 10kg/sqcm Pressure pipes. i/c nut bolt, cutting of pipe, testing of joints etc complete. 8kg/sqcm

90 mm dia. 5 5 Each

18 7.13 / Page 112 Labour only for fixing PVC D-joint (Detachable joint) in PVC pipe line suitable for classes up to 10kg/sq.cm Pressure pipes. i/c cutting of pipe, testing of joints etccomplete. 8kg/sqcm

90 mm dia. 5 5 Each

19 18.22 / Page 227 Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils.

20 18.40.1.3 / Page 229 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)