REJUVENATION OF RAJINDRA LAKE IN PATIALA CITY Sprucing up the lake by providing fountain along with focus light along with maintenance period of three year for this system

Amount

Dismantling of Bituminous Course of flexible pavements by manual means and disposal of dismantled materials upto a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per clause 202 of MORT&H specifications (24.3(b))

Excavation by mechanical means (JCB or Hydraulic Excavator) in trenches for pipelines with straight or open cutting in streets of open area including trimming and dressing sides leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering including the cost of dewatering of rain water, diversion of traffic, night signals, providing and fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc and removal of surplus soil outside/ inside the town involving lead upto 15 meters complete in all respects; Earthwork upto 1.5 meter depth for all classes of soil except rocky (CSR Item Nos.28.2(a)(i)) (Approx. ht of excavation 4.92’)

Providing, laying, fixing and jointing PVC pipes as per (ISI marked with the prior approval of Engineer-in-charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 315 mm outer dia of 10 Kgf/sqcm complete in all respect. (As per IS 4985)

Excavation in soil (any type) using Hydraulic Excavator CK 90 and excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and trimming bottom and side slopes in accordance with requirements of lines, grades and X-sections i/c all lift and combined lead upto 60 mtr. (6.21)

Providing and laying Cement concrete GRADE M-10(1:3:6 ) with stone ballast or shingle including Supply, carriage, loading and unloading of material from approved quarry, complete in all respect (10.11)

First class burnt brick work laid in Cement Sand Mortar 1:5 in foundation and plinth (11.5)

Damp proof course 4 cm thick of cement concrete 1:2:4 with water proofing compound as per manufacturer guidelines (10.30)

First class burnt brick work laid in Cement Sand Mortar 1:4 in first storey upto 4 meters above plinth level (11.8)

Centering and Shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. complete in all respect (9.8)

Reinforced Cement Concrete M-20 mechanically mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure (10.21)

Cold twisted detormed (Ribbed/ ToR Steel Bar/TMT) Bars (Fe 500 grade ISI 1786-2008 for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position including supply, carriage, loading and unloading, complete in all respect.(18.18)

Filling of Sand below the floor complete in all respects (14.110)

Plain Cement Concrete M-15 mechanically mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth (10.12)

12.5 mm thick cement plaster complete in all respect (15.9)

Preparation of plastered surfaces for distempering including sand papering the surface applying filling with approved quality filler, consisting of plaster of parisand chalk mitti including finishing the surface to the required finish complete (16.6)

Distempering with dry distemper of approved manufacture two coats over one priming coat to give an even shade. (16.8)

Providing and 14 gauge MS Sheet garage doors (and window) with 40 mm x 40 mm x 6 mm angle iron frame with diagonal braces 3.15 mm gusset plates including locking arrangement with handles etc. complete in all respects (18.10)

Painting two coats excluding priming coat with synthetic enamel paint in all shades of wood work, metallic or plastered, concrete surface to give an even shade with special quality paint (16.17 (a))

Providing and fixing CI/DI flanged end, stem of SS (AIS 1410) and bronze (gun metal) working parts sluice value ISI marked 14846-2000, including jointing , testing and cost of nut, bolt , and insertion sheet , all carriage complete ( with approval of eng in charge) class PN-1.6 as per ISI 300 mm i/d sluice valve flanged (28.27(B)(f))

Supplying and laying D.I. specials/fittings as per IS:9523-2000(ISI marked with prior approval of Engineer-on-charge), class K-12 suitable for Tyton joint with external bitumen coating and inside cement mortar lining scaffolding, tools and plants, ropes, guys etc. complete in all respect (a) D.I. specials upto 300mm i/d (4 No. tail piece (43kg/ piece) and 4 No. D joint (16kg/piece) (28.25(a))

Proving and Fixing of Kirloskar motor with pump 10hp@1440 RPM Motor mounted on a common base frame with the starting panel consisting of the relevant meters, AVM pads for mounting the same on the base including delivery charges complete in all respects

Earth work in excavation in foundations, trenches etc.in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation (CSR Item 6.6)

Reinforced Cement Concrete M-30 mechanically mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure (10.23)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (CSR Item No. 9.1)

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.(CSR Item No. 11.9)

Construction of Brick masonary manholes in cement sand mortar 1:5 (1 Cement:5 Coarse Sand) RCC top slab 20 cm thick using M-20 mix by using mixer and vibrator, TMT Fe 500 @ 63.464 Kg per cum, and foundation concrete 1:4:8 mix (1 Cement: 4 Coarse Sand: 8 Graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with CS mortar 1:3 (1 Cement: 3 Coarse Sand) finished with floating coat of neat cement and making 40 mm thick benching in cement concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, orange colored PVC steps including RCC cover with frame complete as per standard design complete in all respects inside size 150x180 cm with depth 120 cm between bottom of top slab and invert (with two MH Cover and frame Heavy Duty) (29.84(b))

Extra payable for every 0.30 meter additional depth of Manhole chamber in item 29.84 upto 1.80 meter increase in depth inside size 150x180 cm. (As per Item No. 29.87 (b))

Providing, fixing and commissioning of 3 No. Hollow jet fountains (1 No. 80 Ft height and 2 Nos 50 Ft height) and 2No. Geyser Type Fountains along with operation & Maintenance for 3 year complete in respect along with civil works, mechanical works and electrical works complete in all respects. (as per technical specifications Schedule F)

Providing Person for Operation and Control/Maintenance of Water Supply and Dewatering Arrangements, if required as per the Semi-skilled /Semi-educated person with Fixation of Minimum Wages (DC Rates) of dated 01-03-2019

Providing operation and maintainance for fountains complete in all repects inclusive of deployment of a full time operator cum mechanic for first year

Providing operation and maintainance for fountains complete in all repects inclusive of deployment of a full time operator cum mechanic for second year after commissiong

Providing operation and maintainance for fountains complete in all repects inclusive of deployment of a full time operator cum mechanic for third year after commissiong

Abnash Kumar Bholla