Making arrangements for sustainable supply of water to Holy sarover of Shri Kali Devi Mandir Patiala including maintaining clean water by providing diffused aeration system and filtrationplant complete with pumps fitting alongwith maintenancefor3year

Amount

Dismantling of flexible pavements thickness above 50 mm by mechanical 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(a))

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. (14.139) (Through Rate)

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. (14.139) (labour Rate)

Excavation by mechanical means (JCB or Hydraulic Excavator) in trenches for pipe lines 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 No. 28.2(a)(i))

Earthwork exceeding 1.5 meter depth but not exceeding 2.25 meter depth for all classes of soil except rocky. (28.2(b)(i))

Earthwork exceeding 2.25 meter depth upto 3.0 meter depth for all classes of soil except rocky. (28.2(c)(i))

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 quotation attached)

Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. Inside size 90x150 cm and 120 cm deep. (29.55 (b))

Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 upto 1.80 m increase in depth. Inside size 90x150 cm.

Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 beyond 1.80 m upto 3.60 m beyond additional depth. Inside size 90x150 cm. (29.59(b))

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts and rubber insertion joints fitted complete including all cartage. 300mm i/d pipe lines laid complete (28.23(g))

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (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. 75mm o/d pipe of 10 Kgf. / sqcm. (28.13(ii))

Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge. For pipe lines laid inside habitation. (28.18 (a))

Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-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 respects. D.I. specials upto 300mm i/d. (28.25(a))

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge). Class PN-1 as per ISI, 300mm i/d Sluice Valves flanged. (28.27(A)(f))

Providing, fixing and jointing ISI Marked Gun- Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. 65mm i/d Gun Metal peet valve heavy pattern. (28.43 (g))

Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal. (29.60(a))

Providing & fixing 450 mm x 600 mm clear inside opening rectangular Heavy duty RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). (29.34(A)(d)(ii))

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. (29.35)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). (9.1)

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. (9.2)

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. (9.6)

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (9.8)

Providing Plain Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type including Supply, carriage, loading and unloading of material from approved quarry, complete in all respect. (10.13(a)(ii))

Providing Plain Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type including Supply, carriage, loading and unloading of material from approved quarry, complete in all respect. (10.12(a)(ii))

Providing Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth including supply, carriage, loading and unloading of material from approved quarry, complete in all respect. (10.17)

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 and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. (6.6)

Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around for ordinary gravel soil including pick work. (6.7(a))

Earth work of silt clearance of channels and Drains (from Holy Sarover). Basket work with combined lead upto 75 metres undressed. (6.1 (b) & (d))

Carriage of extra earth for an average lead upto 4 Km including loading and unloading complete in all respect. (4.1(A), (5.2(i))

Providing and laying First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth i/c s/o and c/o material complete in all respect. (11.5)

Providing and laying First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level i/c s/o and c/o material complete in all respect. (11.8)

Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. (10.27)

Providing Reinforced cement concrete M-20 mechanically batch mixed using batch typeconcrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth including supply, carriage, loading and unloading of material from approved quarry, complete in all respect. (10.15)

Providing Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure including supply, carriage, loading and unloading of material from approved quarry, complete in all respect. (10.20)

Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. (18.18)

12.5mm thick Cement plaster 1:4 ratio including supply, carriage, loading and unloading from an approved quarry, complete in all respect. (15.9)

25mm thick cement plaster 1:3 in 2 coats work including supply, carriage, loading and unloading from an approved quarry, complete in all respect. (15.32)

Extra for providing and mixing water proofing material in cement plaster work @ 1 kg per 50 kg of cement. (15.47)

Sand filling under floor and in wells of bridge foundation including handling within 100 metres including supply, carriage, loading and unloading from an approved quarry, complete in all respect. (14.107)

Providing and laying vitrified floor tiles of different sizes in light colour shades made using Double Charge technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Design is homogenous throughout the tile body ). Size 600x600 mm. (14.113(a))

Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete Doors and windows frame of size 161mm x 60mm with 40 mm wide double rebate weighing 4.05 kg per meter. (18.24(d))

Kail wood doors shutter and window shutter panelled, glazed or glazed and panelled including hinges screws chokes cleats and cords etc. complete Fixed in position (Single Leaf) 35 mm thick. (17.17(i)(b))

Wire gauze door shutter with Kail wood without springs housed in chowkats (Single Leaf) 35 mm thick. (17.17(ii)(a))

Providing and fixing bright finished brass 100 mm mortise latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). (17.22(iv))

Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm. (17.23(ii))

Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation No. III (size of door 851mm to 1000mm) (17.43(c))

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

Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. (16.7)

Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. (16.15)

Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. (16.16)

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

Providing Aeration System in the Sarover/ pond and filtration units including supply of and carriage of material like Air Diffusers, air blowers, pipe and valve, electric control panel, armored cable, cable tray etc. including installation charge etc complete in all respect along with maintenace and operation period of 3 years(as per technical specifications and drawing arrached )

Providing and installation of 7.5 H.P. Openwell Submersible Pump of standard make Kirloskar, Lubi, Kalsi etc. complete in all respect. (as per quotation attached)

AMANDEEP SINGH CONTRACTOR