Augmentation and Rehabilitation of Distribution Network, Repairing Work of 5 nos. OHSRs and Providing Tap connections of Water Supply Scheme at Bagha Purana Town, Dist. Moga under AMRUT 2.0 Scheme

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Augmentation and Rehabilitation of Water Supply System by Providing Tap Connections and Distribution Network at Bagha Purana, District : Moga, Punjab under AMRUT 2.0 Scheme (Part -1)

Project value: Part - A, B & C Percentage Rate Rs. 362.01 Lakhs

Name of Work :- Augmentation and Rehabilitation of Water Supply System by Providing Tap Connections and Distribution Network at Bagha Purana, District : Moga, Punjab under AMRUT 2.0 Scheme (Part -1)

Name of Bidder:

General Summary

S.No Particulars Total Amount (Rs)

Capital Works: Percentage Rate

1 CIVIL (PART-A)

2 MECHANICAL (PART-B)

3 ELECTRICAL (PART-C)

Estimate Amount (Part A, B & C) (In Rs): Enter Rate below without (+), (-) and (%) symbols For "At Par" Rate, Enter Zero.

Percentage Above/Below/At Par Select %

Amount as per percentage quoted, Percentage Rate (Part A, B & C) (Amount in Rs)

Amount In Words No Rupees and No Paise

Provisional Sum (Not part of bidding) Rs in Lakh =

Provisional Sum

Sr. No. Description Amount (in Lakhs)

A Provisional Sum :

1 Any other work or pipeline to be replaced or new line in newly developed area to be incorporated = 1 % of Dist.Pipeline Cost 3.6217600714457796

2 Price Escalation = 3.75 % of Capital Cost (@ 7.50 % per anum and average 3.75% per year) 13.581600267921674

3 Contingencies = 1 % of Capital Cost 3.6217600714457796

4 B & R deposit amount 5

5 Highway Trenchless Crossings (Statutory Charges, Fees & Bank Guarantees) :

6 Permission of BT Bill: National Highway (NH) 02 No. Crossing : Bank Guarantee, safety, signage boards, etc.: 2.0 Lakh (L.S.) License Fee: 1 No. x 40 m x 1.0 year (ref: Collector rate Mudki) NH Trenchless Crossing: 1 x 40 m x 1 m = 40 sqm x Rs.4000/ sqm 3.6063

Sub Total (A) Provisional Sum

B Admin Charges and Cess :

7 Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 3.62

8 PWSSB ( Admin ) Charges @ 6 % on Capital Cost 21.72

9 Third Party Inspection Charges @ 0.92% 3.3320192657301173

Sub Total (B) PWSSB Charges and Cess

Provisional Sum (NOT PART OF BIDDING)

S.No. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1. Capital Works CSR based Items (Part -A) - CIVIL

Sub-Head: No. I - Distribution Network (New Pipeline)

28.1 Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 427.70644000000004 169.03

Excavation : (Mech.)

28.2 Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 1710.8257600000002 99.1

28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

28.25 Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with 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.

a DI Specials : Up to 300 mm.i/d. Kg 1638.6199433554962 115.81

28.27 B Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (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 Enginner-in-charge.)

B Class PN-1.6 as per ISI :

Sluice valves flaged.

Fire Hydrants :

28.28 Providing & fixing Fire hydrants with jointing including all carriages complete.(without Fire Hydrant surface box) Size : 80 mm. complete in all respect.

(b) C.I.Fire Hydrants S.V.Type IS-909 Each 3 11887.03

Jointing of DI pipes : For Specials :

28.1 Jointing of D.I.Pipe and Specials with rubber tyton joints fitted complete excluding the cost of rubber gasket including testing etc.complete in all respect. (Note : This Item will be paid as per site requirement.)

(a) 80 mm.i/d.pipe lines. Each 3 82.9

(c) 150 mm.i/d.pipe lines. Each 5 94.75

(d) 200 mm.i/d.pipe lines. Each 1 100.67

(e) 250 mm.i/d.pipe lines. Each 1 106.59

CI Surface Boxes :

28.32 Providing ,fixing and jointing Cast Iron surface boxes for sluice valve,Air valve,Fire hydrant etc.including all carriages complete. Kg 624 68.32

C.I.Indicating Plates :

28.33 Providing & Fixing C.I. indicating plates of size 100 mm.x 100 mm.for SV/FH including synthetic enamel paint & letters in white enamel paint fixing in the ground with angle iron of size 25 x 25 x 5 mm.,230 mm.height from ground including concrete block complete in all respect as directed by Engineer-in-charge. Each 10 239.39

Masonary Sluice Valve Chamber :

28.66 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

a Size 0.6 x 0.6 mtr Each 5 5305.96

SV : 100 & 150 mm.dia. FH : Size : 80 mm.

b Size 0.9 x 0.9 mtr Each 5 7828.67

SV : 200 & 250 mm.dia.

Difference in Rates of materials for valve chambers :

Coarse sand : Cum 3.08 -143.79679999999985

From Lohand Khad

Extra rate for OPC Bags 32.22 28.42

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 4.39 666.4709

From Mirthal 195 km

Coarse sand : Cum 3.08 668.0759

From Lohand Khad 196 km

Bailing out of water :

28.49 Bailing out water from the trenches for making new connections in existing pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge.

a Connection with pipe line Upto 300mm i/d Each connection 10 947.82

Sub-Head: No. II - Rising Main Pipeline

28.1 Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 795.6100240000001 169.03

Excavation : (Mech.)

28.2 Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 3182.4400960000003 99.1

80% of Total Excavation Qty

28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

B DI pipe as per IS 8329 DI-K9

Note : DI K-9 Pipe rate is amended as per A & C Slip No.6 Annexure-B1 / Dated : 09-06-2023

28.25 Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with 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.

a DI Specials : Up to 300 mm.i/d. Kg 866.2243709696919 115.81

b DI Specials : Above 300 mm.i/d. Kg 2929.100045308925 174.8

28.27 B Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (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 Enginner-in-charge.)

B Class PN-1.6 as per ISI :

Sluice valves flaged.

Fire Hydrants :

28.28 Providing & fixing Fire hydrants with jointing including all carriages complete.(without Fire Hydrant surface box) Size : 80 mm. complete in all respect.

(b) C.I.Fire Hydrants S.V.Type IS-909 Each 1 11887.03

Jointing of DI pipes : For Specials :

28.1 Jointing of D.I.Pipe and Specials with rubber tyton joints fitted complete excluding the cost of rubber gasket including testing etc.complete in all respect. (Note : This Item will be paid as per site requirement.)

(d) 200 mm.i/d.pipe lines. Each 1 100.67

(e ) 250 mm.i/d.pipe lines. Each 1 106.59

(f ) 300 mm.i/d.pipe lines. Each 1 118.43

(g ) 350 mm.i/d.pipe lines. Each 6 130.28

CI Surface Boxes :

28.32 Providing ,fixing and jointing Cast Iron surface boxes for sluice valve,Air valve,Fire hydrant etc.including all carriages complete. Kg 428 68.32

C.I.Indicating Plates :

28.33 Providing & Fixing C.I. indicating plates of size 100 mm.x 100 mm.for SV/FH including synthetic enamel paint & letters in white enamel paint fixing in the ground with angle iron of size 25 x 25 x 5 mm.,230 mm.height from ground including concrete block complete in all respect as directed by Engineer-in-charge. Each 10 239.39

Masonary Sluice Valve Chamber :

28.66 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

a Size 0.6 x 0.6 mtr Each 1 5305.96

b Size 0.9 x 0.9 mtr Each 9 7828.67

Difference in Rates of materials for valve chambers :

Coarse sand : Cum 3.08 -143.79679999999985

Extra rate for OPC Bags 32.22 28.42

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 4.39 666.4709

Coarse sand : Cum 3.08 668.0759

From Lohand Khad 196 km

Bailing out of water :

28.49 Bailing out water from the trenches for making new connections in existing pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge.

a Connection with pipe line Upto 300mm i/d Each connection 10 947.82

Sub-Head: No. III (a) - House Service Connection

Earthwork Excavation :

28.1 Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.

(a) Earth work up to 1.5 m.Depth

i All classes of soil except rocky cum 1344 169.03

28.34 Providing ISI Marked G.M.ferrule as per IS : 2692,drilling and tapping cast iron pipe lines of all diameters and screwing in Ferrule and connections complete in all respect.

(b) 15 mm.i/d.Ferrule medium. Each 800 457.81

Brass Ball Valve :

28.44 Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all charges complete.

a 15 mm.i/d.Brass Ball valves Each 800 254.99

GI Union Coupling :

28.4 Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect.

a ) 15 mm.i/d.G.I.Union Each 800 91

Sub-Head: No. III (b) - Water Meters for HSC

28.46 Providing,fixing & jointing water meter of approved make as per IS : 779 /94 in G.I.pipe line,including, cutting and threading pipe,including,cost of water meter but excluding cost of specials in all respect complete.

a 15 mm size Each 800 1221.96

GI Union Coupling :

28.4 Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect.

a) 15 mm.i/d.G.I.Union Each 800 91

Sub-Head: No. IV - Road Works for Distribution Network (New Pipeline)

(a) Dismantling of Road Works

Flexible pavements :

24.3 (a) Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications. Cum 480.20000000000005 292

8.6 (d) Cement concrete plain 1:2:4 mix Cum 8 1365

8.6 (a) Lime concrete,cement concrete 1:6:12 or leaner mix. Cum 93 412

8.19 Dismantling brick or flagged stone flooring without concrete base. Sqmt 264 28

8.43 Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal of unserviceable material to the dumping ground,for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. Sqmt 558 107

(b) Restoration of Road Works

6.2 Earth work excavation in ordinary soil exclusive of compensation of earth

(a) Kassi work undressed involving an average horizontal throw up to 2.0 meters and an average vertical lift up to 0.5 metre including breaking of clods. Cum 320 77

Restoration of CC.Road : CC.1:2:4

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. Cum 9.315829145728642 4670

Restoration of CC.Road Base course : CC.1:8:16

10.7 Cement concrete 1:8:16

b With stone aggregates 20 mm gauge

ii mixing by mechanical means using concrete mixer volumetric type.

At Through Rate : 40% cum 39.44800000000001 3139

At Labour Rate : 60% cum 59.172 1316

28.48 Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. cum 36.478 652.9

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Carriage of material : (For CC.1:2:4 & 1:8:16)

Coarse sand : Cum 60.3941231155779 668.0759

CSR Ref. Difference in rates of materials :

iii) Extra rate for OPC Bag 132 28.42

Interlock Paver Block :

14.138 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade manufactured by block making machine equipped with steel mmould 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 patteren 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.

At Through Rate : 30% Sqmt 179.4 676

At Labour Rate : 70% Sqmt 418.59999999999997 134

Dry Brick Paving :

29.23 First class dry brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses or bond, laid as described in item no. 29.22. Description of Item no.29.22 : First class dry flat brick flooring and paving in ordinary bonded courses or in herring bond or other special courses or bond laid to template over rammed and dressed foundations and to correct longitudinal and cross slopes as shall be required by the Engineer-in-Charge.All joints shall be throughly filled with dry sand grouting which shall be applied to a thickness of not less 20 mm. over the surface of the flooring and brushed in to the joints.All joints shall be fully filled with sand.

At Through Rate : 30% Sqm 79.2 418

At Labour Rate : 70% Sqm 184.79999999999998 70

Compacting Original Ground below embankment :

24.4 (b) Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications. Cum 320 28

24.12 (ii) Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

At Through Rate : 40% Cum 73.26 1475.88

At Labour Rate : 60% Cum 109.89 460.13

24.11 (ii) Water Bound Macadam Grading I (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

At Through Rate : 40% Cum 73.26 1482.69

At Labour Rate : 60% Cum 109.89 460.13

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Carriage of stone aggregate : (For WBM-II & III)

From Mirthal 195 km Cum 194.87160000000003 666.4709

CSR ref. Less for difference in rates of materials :

For stone metal :

iv 53-22.4 mm From Mirthal Cum 56.4102 -236.12959999999998

24.15 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. Sqm 2442 32.11

24.16 (b) Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. Sqm 2442 15.18

Surface dressing :

24.24 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1 kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of MORTH & H specifications. Sqm 2442 58.95

Open graded pre mix surface :

24.25 (b) Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. Sqm 2442 98.53

Seal coat type B :

24.28 (d) Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications. Sqm 2442 39.17

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (12.5 / 13.2 mm ) :

From Mirthal 195 km Cum 80.586 666.4709

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (10.0 / 11.2 mm ) :

From Haryaal 227 km Cum 21.977999999999998 717.9165

Carriage of Coarse sand : (For seal coat type-B)

From Lohand Khad 196 km Cum 14.652000000000001 668.0759

CSR Ref. Less for difference in rates of materials :

For stone metal

ii) 11.2 mm From Haryaal Cum 21.977999999999998 -227.7744

iii) Coarse sand From Lohand Khad Cum 14.652000000000001 -143.79679999999985

Carriage of materials :

5.2 (iii) Tar,Bitumen and other Road Binders :

Carriage of Bitumen : Round the Trip lead is considered from Panipat Refinery.

Sub-Head: No. V - OHSRs Repair Works

Sub-Head: No. V (a) - Brick Enclosure with Gate - (1.0 LG Capacity)

10.7 Cement concrete 1:8:16

b With stone aggrgates 20 mm. gauge.

ii mixing by mechanical means using concrete mixer volumetric type. cum 3.04 3139

BBM in CM.1:5 :

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 6.2 5013

Toe wall of plinth protection

BBM in CM.1:5 : > plinth

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level cum 16.85 5151

CP 12.5 mm.thk.

15.9 12.5 mm thick cement plaster 1:4 sqm 150.03 189

Conglomerate floor :

14.1 Conglomerate floor 50 mm.thick over cement concrete 1:2:4 on 100 mm.thick cement concrete 1:8:16 with stone aggregate 40 mm. gauge and 100 mm.sand filling using mechanical mixer for mixing of material. sqm 69.29 749

Floating Coat :

0.0 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. sqm 69.29 29

18.8 Providing and fixing G.I. Sheet 0.80mm thick garage doors, with 40mm x 40mm x6mm angle iron frame with diagonal braces, 3.15mm thick gusset plates at the top and 25mm dia meter pulleys and T-iron 50mm x 50mm x 6mm guides at bottom including locking arrangement with handles and pintles, etc. complete in all respect. sqm 1.7999999999999998 3692.4

Difference in Rates of materials :

Coarse sand : Cum 5.76 -143.79679999999985

From Lohand Khad

Cement Bags 56.89 28.42

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,fly ash, bajri,ballast,stone boulders,kankar and building rubbish,earth

Bajri : Cum 3.04 666.4709

From Mirthal 195 km

Coarse sand : Cum 5.76 668.0759

From Lohand Khad 196 km

Sub-Head: No. V (b) - SV with chamber, V-notch Haudi, etc.

28.27 B Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (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 Enginner-in-charge.)

B Class PN-1.6 as per ISI :

Sluice valves flaged.(mm.i/d.)

Valve chamber : (150 mm.dia.Valve)

28.66 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

a Size 0.6 x 0.6 m Each 1 5305.96

For 150 mm.dia. Valve

Valve chamber : (300 mm.dia.Valve)

CSR items Construction of masonary Sluice Valve Chamber excluding Sluice valve cover

Size 1.30 x 1.30 m Each 3 21530

For 300 mm.dia. Valve

28.65 CONSTRUCTION OF V-NOTCH HAUDI.(size 1.80 m x 0.90 m) excluding cost V-notch as per standard design & drawings of public health department Each 4 14328.88

CSR Providing & Installing of V - Notch ( 50mmx50mmx6mm) kg 287 46.72

Water level indicator :

28.9 Supplying,fixing and testing at site Automatic electronic type water level indication system with gun metal float sensor and electrical cable suitable for three phase pump submersible / monoblock to be fixed on existing panel for OHSRs complete in al respects. Each 1 11360.62

MH Cover with frame :

29.34 Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular 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).

A RCC Man hole cover with Fram

a 560mm i/d RCC man hole cover with frame as per ISI

ii Heavy duty Each 1 1942

Pre cast CC jali :

10.51 Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs,sills and soffits.

b 40 mm thick Each 2 1186

18.3 Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. m 28 908

12 Diff.in Rates of materials : ( Valve chamber and V Notch Haudi)

Coarse sand : Cum 3.3 -143.79679999999985

From Lohand Khad

Cement Bags 30.43 28.42

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 2.99 666.4709

From Mirthal 195 km

Coarse sand : Cum 3.3 668.0759

From Lohand Khad 196 km

Sub-Head: No. V (c) - Brick Enclosure with Gate - (1.0 LG capacity)

10.7 Cement concrete 1:8:16

b With stone aggrgates 20 mm. gauge.

ii mixing by mechanical means using concrete mixer volumetric type. cum 12.16 3139

BBM in CM.1:5 :

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 24.8 5013

Toe wall of plinth protection

BBM in CM.1:5 : > plinth

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level cum 67.4 5151

CP 12.5 mm.thk.

15.9 12.5 mm thick cement plaster 1:4 sqm 600.12 189

Conglomerate floor :

14.1 Conglomerate floor 50 mm.thick over cement concrete 1:2:4 on 100 mm.thick cement concrete 1:8:16 with stone aggregate 40 mm. gauge and 100 mm.sand filling using mechanical mixer for mixing of material. sqm 277.16 749

Floating Coat :

0.0 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. sqm 277.16 29

18.8 Providing and fixing G.I. Sheet 0.80mm thick garage doors, with 40mm x 40mm x6mm angle iron frame with diagonal braces, 3.15mm thick gusset plates at the top and 25mm dia meter pulleys and T-iron 50mm x 50mm x 6mm guides at bottom including locking arrangement with handles and pintles, etc. complete in all respect. sqm 7.199999999999999 3692.4

Difference in Rates of materials :

Coarse sand : Cum 23.04 -143.79679999999985

From Lohand Khad

Cement Bags 227.56 28.42

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,fly ash, bajri,ballast,stone boulders,kankar and building rubbish,earth

Bajri : Cum 12.16 666.4709

From Mirthal 195 km

Coarse sand : Cum 23.04 668.0759

From Lohand Khad 196 km

Sub-Head: No. V (d) - Sluice Valves with Chamber,V-Notch Haudies,Lightning arrestor, etc.

28.27 B Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (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 Enginner-in-charge.)

B Class PN-1.6 as per ISI :

Sluice valves flaged.(mm.i/d.)

Valve chamber : (150 mm.dia.Valve)

28.66 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

a Size 0.6 x 0.6 m Each 4 5305.96

For 150 mm.dia. Valve

b Size 0.9 x 0.9 m Each 12 7828.67

For 250 mm.dia. Valve

28.65 CONSTRUCTION OF V-NOTCH HAUDI.(size 1.80 m x 0.90 m) excluding cost V-notch as per standard design & drawings of public health department Each 8 14328.88

CSR Providing & Installing of V - Notch ( 50mmx50mmx6mm) kg 1148 46.72

Water level indicator :

28.9 Supplying,fixing and testing at site Automatic electronic type water level indication system with gun metal float sensor and electrical cable suitable for three phase pump submersible / monoblock to be fixed on existing panel for OHSRs complete in al respects. Each 4 11360.62

MH Cover with frame :

29.34 Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular 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).

A RCC Man hole cover with Fram

a 560mm i/d RCC man hole cover with frame as per ISI

ii Heavy duty Each 4 1942

Pre cast CC jali :

10.51 Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs,sills and soffits.

b 40 mm thick Each 4 1186

18.3 Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. m 112 908

12 Diff.in Rates of materials : ( Valve chamber and V Notch Haudi)

From Lohand Khad

Cement Bags 66.5 28.42

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 11.92 666.4709

From Mirthal 195 km

From Lohand Khad 196 km

Capital Works ' CSR based Civil Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

G.Total: (Rs) (CSR items amount + 5.35 %)

2. Capital Works NON CSR based Items (Part -A) - CIVIL

Sub-Head: No. II - House Service Connection

(Composite Strap Saddle for DI/CI Pipes)

Based on Govt.of Telengana CSR 2023-24 Part-IV Ch.no.16 HDPE Fittings B Supply and Fixing of Composite Strap Saddle shall be of wrap around design, PN-16 rating. Body shall be manufactured using virgin compounded PE80/PE100 polymer with Stainless steel 304 grade stirrup plate mounted with PE traps(Engineering plastic) with Nut bolt joint. Sealing between the saddle and mains shall be obtained by using an elastomer seal(Underneath projection for self interlocking).The cost shall include testing of all materials, labour, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers, but excluding all taxes.

(Main pipe outer diameter in mm)

Female Thread Adaptors :

Based on RUIDP SOR 2022 Code no.2352 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020 Polypropylene Compression connector with Metal Insert Female Thread Adaptor with SS304 material, Polypropylene Nut / Cap, Packing bush, NBR “O” ring, pressure rating PN 12.5 and for drinking water applications

15 mm.connection Each 800 162

Double Compression Elbow :

Based on RUIDP SOR 2022 Code no.2353 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020 Double Compression Elbow with Polypropylene Nut / Cap, packing bush, Clip Ring-POM (Acetylic resin ), “O” ring – NBR, Pressure rating PN 12.5 for drinking water applications for user connection

15 mm.connection Each 1600 85

MDPE Pipe : ( For 15 mm.connection )

Based on RUIDP SOR 2022 Code no.2347 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020 MDPE Pipe PN -6 : 20 mm.dia. Metre 4000 51

Sub-Head: No. V (b)- Brick Enclosure with Gate - (1.0 LG Capacity)

Aluminium ladder :

RUIDP SOR 2022 Code No.19.77 Supply, fabricating & fixing of anodised (20 to 25 micron) Aluminium ladder of 450mm wide with 2 nos rectangular section of 65 x 35 mm (3 mm thick) as vertical post and 25 mm bars steps at 300 mm c/c complete in all respect as per the specification and the direction of the Engineer. m 4.35 1730

Expansion joint :

NS Providing and Installing of CI Expansion Joints

Sub-Head: No. V (d) - Sluice Valves with Chamber, V-Notch Haudies, Lightning arrestor, etc.

Aluminium ladder :

RUIDP SOR 2022 Code No.19.77 Supply, fabricating & fixing of anodised (20 to 25 micron) Aluminium ladder of 450mm wide with 2 nos rectangular section of 65 x 35 mm (3 mm thick) as vertical post and 25 mm bars steps at 300 mm c/c complete in all respect as per the specification and the direction of the Engineer. m 1730

Expansion joint :

NS Providing and Installing of CI Expansion Joints

250 mm i/d. No 8500

Sub-Head: No. VI - National Highways Trenchless Crossing- 1 No.

NS Providing & Fixing/Lowering, Testing & Commissioning of spirally welded / ERW /SAW / fabricated M.S.Casing Pipes of dia. 500 mm i/d of thickness 8.0 mm for laying DI K-7 of dia. 200 mm i/d. with specials (Commercial Quality) below National Highway/State Highway, etc. with Trenchless Crossing Method as per NH/SH/WRD/Respective deparment standards and specifications including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil, as required and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per I.S. specification including gas cutting to required size with automatic welding machine and pipes as per IS : 3589 and IS : 5504 as applicable specifications, complete as per direction of the Engineer-in-charge. (No negative tolerance in thickness is permissible). MS casing pipe shall be externally coated with 3-Layer Polyethylene (3LPE) coating of minimum 3.0 mm thickness suitable for trenchless crossing, conforming to relevant Indian/International standards. Also, providing cement concrete 1:2:4 inside MS Casing for cushioning of carrier pipe, with stone ballast or shingle, mixing by Mechanical means using concrete mixer volumetric type all required materials & labours, Tools & Plants, equipments, etc. with required all necessary accessories to complete the work in all respect as per Guidelines & specification of NH department and as per specification given in the bid documents including for proper completion of work as per instruction of Engineer-in-charge. m 40 44067.27

Capital Works ' NON CSR based Civil Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Total : Part - A (CIVIL) CSR + Non CSR Amount : ( Rs)

Nihal Singhwala Town: Estimation for Drilling of Tube Well (04 No's x 100 Mtrs.)

Unit Cost :(Rs.in lakhs.) 26.006500835

S. No. CSR Ref. Description Unit Total Qty. Total Rate Amount

Excavation for Pits :

1 6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90. Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,including all lifts and combined lead up to 30 m. Cum 356.7942 34 12131

(Digging of Pits of size 35' x 30' x 6'= 6300 cft = 6300 x 0.02831 = 178.40 cum )

Reverse Rotary Rig :

2 28.85E Drilling of 500mm dia bore with Reverse Rotatry Rig in all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site. complete in all respect

a Drilling of 500mm dia bore with Reverse Rotatry Rig Upto 150 m depth BGL Mtr. 200 1196.316 239263

Housing Pipe : (MS)

3 28.74 A Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.

(f) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 122 6421.59 783434

Well Casing Pipe :

( e) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 30 6421.59 192648

Well Screen Pipe :

4 28.75 A Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore.

( w) 300mm Steel Strainer (slot size 0.75mm) 8.00 mm thickness Mtr. 40 18700.68 748027

5 28.77 Supplying & fixing of M.S Clamp of size 150 mm X 12 mm made out of MS Flat 1.52 m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. Each 2 2673.23 5346

6 28.76 Supplying, lowering & fixing of M.S Special socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect.

( e) 300mm internal diameter Each 12 1404.648 16856

Centering Guide :

7 28.89 Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects. Each 20 290.79 5816

8 28.79 A Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect

(e) 300mm internal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 10 4552.208 45522

9 28.8 Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.

(e) 300mm internal diameter Each 2 1705.48 3411

10 28.78 Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. Each 2 577.63 1155

Develp. & Stabilz.of TW : (Air Compressor)

11 28.81 Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.

(b) Capacity of Air compressor 500 cfm at 150 PSI Hour 32 5178.305400000001 165706

Develp. & Stabilz.of TW : (Submersible Pump)

12 28.82 Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. Hour 32 1811.0982000000001 57955

Making Temporary Water Supply Arrangement :

13 28.86 Making temporary water supply arrangement for drilling of tubewell with reverse rotary rig till completion of bore & packing of gravel

Depth of temporary bore up to 90 m. Mtr. 180 561.9989 101160

Supplying of Gravel of 1/16" to 1/8" size :

14 28.88 Supplying at site of gravel 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from dust,dirt or the vegetable manner as per IS : 4097/1967 with latest ammendments.( to be paid as per actual length of pipe) Cum 25.929868799999998 1663 43121

Carriage of Materials :

15 5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kanker and Building Rubbish, Earth.

Gravel : Lead distance from Lohand Khad : 174 km Cum 25.929868799999998 591.32 15333

Making Electric Logging of Borehole :

16 28.87 Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect. Each 2 15848.57 31697

Total : (Rs) 2468581

Total amount after adding 5.35% : (Rs) 2600650.0835

(Rs in lakh) 26.006500835

Total TWs required No. 10402600.334

Estimation of Pump Chamber for Tube Well

S.no. CSR ref Description Unit Total Qty (Rs) (Rs.)

Earthwork excavation :

1 6.6 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 meter depth including dressing of bottom and sides of trenches,stacking the excavated soil clear from the edges of excavation and subsequent filling around masonary in 15 cm. layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. cum 36.83292937142858 182 6704

2 10.8 Cement concrete 1:6:12

(b) With stone aggregate 40 mm gauge

ii mixing by mechanical means using concrete mixer volumetric type. cum 6.750239999999999 3290 22208

Brick work in CM 1:7 :

3 11.1 (i) First Class burnt brick laid in cement sand mortar 1:7 in foundation and plinth. cum 25.646052499999996 4886 125307

DPC 40 mm.thick :

4 10.26 Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg./sqm. Laid hot and sanded. sqm 7.9144 331 2620

Brick Work in CM 1:5 :

5 11.6 First Class burnt brick laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. cum 29.067425000000004 5151 149726

DPC 20 mm.thick :

15.50 (a) 20 mm. thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65 kg/sqm. Laid hot and sanded.

6 (a) Vertical sqm 9.276 360 3339

7 10.2 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure. cum 5.9630920000000005 5902 35194

Specially Moulded Brick work :

8 11.64 Extra for specially moulded brick work in circular work such as well shafts,circular sumps,pump chambers etc.in which specially moulded or cut bricks have to be used but for which no centering or supports are required upto 4.5 metre internal Diameter. cum 4.24 311 1319

Doors & Windows Shutter :

17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokescleats and cords etc. completeflies in position.(Single Leaf)

17.17 (ii) Wire gauge door shutter with Kail wood without springs housed in chowakats. ( Single Leaf)

Aluminium Fittings :

17.23 Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles and screw etc.for these fittings.(Excluding sliding bolt)

11 (ii) For shutter area above 0.50 sqm sqm 14.762 111 1639

Iron Work for Grills :

12 18.4 Wrought iron and mild steel ladders,framed grills,grating etc.with ends of bars,riveted or welded or forged,framed window guards,barred iron doors,stair case,iron railing including cost of bolts and nuts or screws or welding rod,complete fixed in position. Qtl 0.78 9140 7129

For Window Iron Grills.

Earth Filling :

13 6.8 (a) (i) Earth filling under floors with surplus ordinary soil or soil containing gravel or kanker upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming,watering and consolidating lead upto 30 metres. cum 26.6167808 63 1677

0.0 Steel work ,fixed independently without connecting plates,including cutting,hoisting and fixing in position.

14 (a) R.S.Joists Qtl 2.01 6496 13057

15 ( c) Tees, angles and channels. Qtl 0.13896 5930 824

Centering and Shuttering for Roof :

16 9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 35.61786 532 18949

Centering and Shuttering for Beam :

17 9.6 Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels sqm 11.84 380 4499

Conglomerate Floor :

18 14.9 Conglomerate floor 40 mm.thick over cement concrete 1:2:4 on 100 mm.thick cement concrete 1:8:16 with stone aggregate 40 mm. gauge and 100 mm.sand filling using mechanical mixer for mixing of material. sqm 57.9319 708 41016

Floating Coat :

19 14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. sqm 57.9319 29 1680

20 16.16 Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. sqm 26.929999999999996 28 754

21 16.17 Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work.metallic or plastered concrete surface to give an even shade. sqm 92.03233000000002 66 6074

22 16.2 Applying priming coat with metal primer on new steel or iron work including preparation of surface. sqm 15.766 24 378

23 13.55 Cement concrete 1:2:4 gola 10 cm.x10 cm. concave quadrant along junction of roofs with parapet wall finished smooth where specially specified. m 30.72 65 1997

24 15.9 12.5 mm. thick cement plaster 1:4 sqm 277.824882 189 52509

25 14.16 20 mm. thick grey polished skirting or dado consisting of bottom layer of 16 mm. thick cement sand plaster 1:3 and finished 3 mm.thick topping of neat cement rubbed and polished including rounding of junction with floors. sqm 18.94 566 10720

26 13.13 (i) Terracing consisting of tiles 22.86 x 11.43 x 3.83 cm. laid over 25 mm. mud plaster 7.5 cm. mud filling on another layer of 25 mm. mud plaster including two coats of bitumen laid hot at 1.65 kg./sqm. Top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. sqm 26.6623 720 19197

27 16.3 White washing (Three coat) sqm 26.94 15 404

28 29.35 Providing orange colour safety footrest of minimum 6 mm.thick plastic encapsulated as per IS : 10910 on 12 mm. dia. Steel bar conforming to IS : 1786 having minimum cross section as 23 mm.x 25 mm. and over all minimum length 263 mm.and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.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 withstand 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 230 x150 x75cm. cement concrete block 1:2:4 ( 1 cement : 2 sand: 4 stone aggregate) complete as per design. each 24 209 5016

Rain water pipe :

29 13.74 Providing and fixing 110 mm. dia. U.P.V.C Rain water pipe of 2.5 kgf / sqm as per IS : 4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.(If fixed on wall face clamp to be paid separatly as per respective item) m 6.7 232 1554

28.12 Providing and laying,jointing,fixing and testing ISI Marked uPVC Pipe Lines as per IS:4985-2000, including specias such as tees,bends,sockets,elbows etc. cutting,testing ( including cost of specials) in the ground complete in all respects.

B UPVC Pipe 6Kgf/cm2

31 13.75 Providing and fixing 110 mm. dia. U.P.V.C bend for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

(a) UPVC 110 mm bend each 4 135 540

Upvc Coupling/socket :

32 13.76 Providing and fixing 110 mm. dia. U.P.V.C Coupling / Socket for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

(a) UPVC 110 mm bend each 4 84 336

33 16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 79.0326312 63 4979

Cement Primer :

34 16.31 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface. sqm 180.22 21 3785

Exterior Paint :

35 16.13 Finishing walls with cement based water soluble exterior paint such as snowcem,robbiacem etc. two or more coats to give an even shade. sqm 180.22 80 14418

Prepartion of Plastered Surface :

36 16.6 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. sqm 79.02 61 4820

37 13.45 Top Khurra 0.6 m.x 0.6 m. for rain water pipe in 25 mm. thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16. No 2 95 190

38 18.18 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 R.C.C. including bending and binding, placing in position complete. Qtl 5.327999999999999 6497 34616

2.96 cum @ 90kg/cum = 266.40 kg.

Steel Chowkats :

18.24 Supply Pressed Steel Frames ( Chowkats) consisting of 18 gauge (1.25 mm. thick steel sheet of the specified section),including iron lugs ( hold fasts),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.

39 (a) Doors and windows frame of size 118 mm x 60 mm. with 40 mm. wide single rebate weighing 3.43 kg. per meter. m 11 472 5192

40 (c) Doors and windows frame of size 151mm x 60 mm. with 35 mm. wide double rebate weighing 3.95 kg. per meter. m 22.4 531 11894

18.25 Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.

41 (b) Glass panes 4 mm. or 10.75 kg / sqm exceeding 0.4 sqm of area. sqm 4.645 598 2778

Ceiling Plaster :

42 15.43 Plastering on under side of ceiling 10 mm. thick cement plaster 1:3 sqm 27.3126 184 5026

43 NS Providing & Fixing FRP dome opening of size 4'-6" x 4'-6". sqm 3.7 1221 4518

Construction of Gravel Pit :

45 28.64 Construction of Gravel Pit outside the Pump Chamber.(0.90 m.Dia.) as per standard design & drawings of public health department. Each 2 16836.95 33674

Diff.Rates of materials :

49 Extra rate for OPC Cement Bags 199 28.42 5655.58

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,fly ash, bajri,ballast,stone boulders,kankar and building rubbish,earth

CSR Items Amount : ( Rs) 739564 750218

Non - CSR Items Amount : ( Rs) 4518 4518

Addition of 5.35 % over CSR items Amount : ( Rs) 0.0535 39566.674 0.0535 40136.663

CSR Items Amount + 5.35 % Addition + Non CSR Items amount : ( Rs) 783648.674 794872.663

MECHANICAL WORKS

S.no. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1. Capital Works CSR based Items (Part -B) - MECHANICAL

Sub Head No - I -

29.2 Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 16.334999999999997 83

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 1.089 4670

11.5 First Class burnt brick laid in cement sand mortar 1:5 in foundation and plinth. cum 6.710455137745192 5013

10.15 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,centering and shuttering in foundation and plinth. cum 1.1440068222289088 5153

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 0.9152054577831271 6497

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 11.440068222289087 532

15.9 12.5 mm. thick cement plaster 1:4 Sqm 63.64800000000001 189

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 16 209

RCC Manhole cover with frame :

29.34 Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores 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 frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

ii Heavy duty each 4 1942

Difference in Rates :

From Lohand Khad

Cement Bags 32.12 28.42

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 1.96 666.4709

From Mirthal 195 km

From Lohand Khad 196 km Capital Works CSR based Mechanical Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

G.Total: (Rs) (CSR items amount + 5.35 %)

2. Capital Works Non CSR based Items (Part -B) - MECHANICAL

Sub Head No - II - Clear Water Pump related fitting and Valves

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

Bulk Flow Meter (150 mm)

RUIDP ISOR 2023, 19.71 Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class "B" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer.

BFM150 for DN 150 mm Each 4 26900

Dismantling joint

RUIDP ISOR 2023,19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

150 mm dia Each 4 4505

CI Puddle collar

RUIDP ISOR 2023, 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer.

150 mm dia Mtr 7540

Capital Works ' NON CSR based Mechanical Items (In Rs)

Capital Works (Part - B) " Mechanical"

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Total : Part - B (MECHANICAL) CSR + Non CSR Amount : (Rs)

ELECTRICAL WORKS

S.No. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1. Capital Works CSR based Items (Part - C) - ELECTRICAL

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

Sub Head No - I - Electrical Works

34.13 (xv) Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:-

(b) GI Earth rod 20 mm dia., 4.5 mtr. Long Each 15 1708.75

34.09 (xiii) Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

(c.) Overall size 2.5sq.mm (50/0.25mm), 3Core Metre 250 136.8

34.17 SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR CB's/RCBO's/RCCB's:

Supply and erection of sheet metal double door Phase segregated distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General Specifications including connections with suitable size of thimbles and bonding to existing earth etc.

(i) SP&N Double Door Distribution Board 4 way each Each 5 1045.35

34.16 A MINIATURE CIRCUIT BREAKERS:

Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10KA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

(ii) MCB Single Pole 6-32amp. (10KA, Curve-C) Each 10 201

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 5 612

Capital Works ' CSR based Electrical Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

G.Total: (Rs) (CSR items amount + 5.35 %)

2. Capital Works NON CSR based Items (Part - C) - ELECTRICAL

(Electrical Works)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

Lightening Protection:

RUIDP ISOR 2023, 63.24 Providing & Fixing of ISO Certified company made lightning conductor finial as per PWD specification for electrical Works as per IS 2309-1989 made out of 25 mm dia.,300 mm long G.I. solid Rod having single prong at top with 85 mm dia., 3 m thick G.I. base plate including holes etc. complete as required. All as per pre approved by Engineer in-charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annex ure "A" attached with this BSR . Each 5 1796

RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

63.5.13 20mm x 3mm G.I. ( Hot Dipped ) Strip Metre 550 90

63.5.16 32mm x6mm G.I. ( Hot Dipped ) Strip Metre 20 251

RUIDP ISOR 2023, 63.26 Providing & Fixing of testing joint, made out of 20mm x 3mm G.I. Strip, 125 mm long, with 4 no.G.I. bolts, nuts, checknuts, spring washer etc. complete as required. All as per pre approved by Engineer in-charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annex ure "A" attached with this BSR . Each 10 621

Aviation Light:

RUIDP ISOR 2023, 67.9 Providing & Fixing of IP-65 Protected LED aviation obstruction light luminaire comprising of die cast aluminium alloy housingwith Polycarbonate enclosure having more than 200 No's Low Power LED's having minimum power consumption 15 watts complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

67.9.1 aviation obstruction LED light luminaire Min. 15 Watts Each 5 5631

Capital Works ' NON CSR based Electrical Items (In Rs)

Capital Works (Part - C) " Electrical "

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount (In Rs)

Total : Part - C (ELECTRICAL) CSR + Non CSR Amount : (Rs)