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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.-All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil |
| 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 4 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.A. by manual means |
| 5 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - chargea)10 mm dia nominal bore. |
| 6 | Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides ramming of bottoms depth up to 1500 mm(slope -1 in 200) in/c getting out the excavated soil and back filling of soil as required after laying of pipeline in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per CPWD specification and direction of the engineer-in-Charge.A) For UPVC pipes in new work(a) In all kinds of soil. |
| 7 | (i) For pipes not exceeding 90 mm dia |
| 8 | (ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 9 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the of the Engineer-in-Charge.(cost of fittings will be paid seperately) |
| 10 | (a) 15 mm dia |
| 11 | (c) 20 mm dia |
| 12 | (d) 25 mm dia |
| 13 | (b) 32 mm dia |
| 14 | Providing and fixing G.I. Bend/Elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. |
| 15 | (i) 15 mm dia |
| 16 | (ii) 20 mm dia |
| 17 | iii) 25 mm dia |
| 18 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. |
| 19 | (i) 15 mm dia |
| 20 | (ii) 20 mm dia |
| 21 | iii) 25 mm dia |
| 22 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer-in-charge. |
| 23 | (i) 15mm dia 150 mm long |
| 24 | (ii) 20mm dia 150 mm long |
| 25 | (iii) 25mm dia 150 mm long |
| 26 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.i. 15 mm dia |
| 27 | Providing and fixing G.I Pipes medium class as per IS : 1239 with latest amendment complete with G.I fittings including trenching and refilling, cutting and making good the walls etc complete as per CPWD specification and direction of the Engineer-in-charge.A) External worki) 15 mm dia nominal bore |
| 28 | Providing and fixing brass bib cock of approved qualityi) 15 mm dia nominal bore |
| 29 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.A) Class - 3 ( working pressure 6.0 kg / cm2) |
| 30 | (i) 90 mm dia |
| 31 | (ii) 110 mm dia |
| 32 | Providing and fixing Moulded UPVC end cap conforming to IS: 7834 (Part-8) complete as per CPWD Specification and direction of the Engineer-in-Charge. |
| 33 | (i) 90 mm dia |
| 34 | (ii) 110 mm dia |
| 35 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 36 | i) 90 mm dia |
| 37 | ii) 110 mm dia |
| 38 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in -charge.i) 110 x 90 mm dia |
| 39 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - chargei) 90 x 90 mm dia |
| 40 | Dismantling of brick Soling stacking serviceable materials and unserviceable materials separately with all lifts & upto a head of 1000 m as per MoRD Technical Specification Clause 202.I) By Manual Means |
| 41 | Charges for brick soling.Laying flat brick soling on prepared subgrade (excluding the cost of bricks but including the cost of binding materials) according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 42 | Flat Brick solingProviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 43 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-i) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 44 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) Please Enable Macros to View BoQ information |
