Balance work for Construction of Buildings including Allied and External Development Works for NSU at Imphal at Risk and cost of previous agency

Item No. be executed

at Risk & Cost

CIVIL WORKS

SCHEDULE ITEMS

EARTH WORK

Earth work in excavation by mechanical means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10

sqm on plan) including getting out and disposal of excavated earth lead upto

50 m and lift upto 1.5 m, as directed by Engineer‐in‐charge.

2.6.1 All kinds of soil Cum 52571.00 0.00 213.46 0

2.8 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.

2.8.1 All kinds of soil. cum 2211.00 2211.00 282.01 623524.11

2.1 Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms, depth

upto 1.5 m, including getting out the excavated soil, and then returning the

soil as required, in layers not exceeding 20 cm in depth, including

consolidating each deposited layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia meter 2872.00 2872.00 382.09 1097362.48

ai) 2.10.1.2 Pipes cables etc exceeding 80mm dia but not exceeding 300mm dia Metre 1700.00 1700.00 353.02 600134

b) 2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm Mtr 250.00 250.00 596.56 149140

2.3 Extra for every additional lift of 1.5 m or part thereof in excavation / banking

excavated or stacked materials.

2.26.1 All kinds of soil. Cum 72187.00 63452.50 87.70 5564784.338

1.3 1.1. Removal‐ By mechnical transport including loading, unloading & stacking

1.3.1 1.1.2 Earth

5 km Cum 801.53 801.53 252.81 202634.7993

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of cum 23142.80 8872.23 213.12 1890849.018

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

2.27 Supplying and filling in plinth with sand under floors, including watering, Cum 892.00 892.00 1555.38 1387398.96

ramming, consolidating and dressing complete.

2.28 Surface dressing of the ground including removing vegetation and in‐

equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m

and lift upto 1.5 m.

2.28.1 All kinds of soil. sqm 14236.50 14236.50 23.64 336550.86

2.34 Supplying chemical emulsion in sealed containers including delivery as

specified.

2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 8498.00 8498.00 315.14 2678059.72

2.35 Diluting and injecting chemical emulsion for POST‐CONSTRUCTIONAL anti‐

termite treatment (excluding the cost of chemical emulsion) :

2.35.3 Treatment of soil under existing floors using chemical emulsion one litre per

hole, 300 mm apart including drilling 12 mm diameter holes and plugging

with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing

floor:

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 14091.00 14091.00 223.54 3149902.14

2.35.2 Along the external wall below concrete or masonry apron using chemical

emulsion @ 2.25 litres per linear metre including drilling and plugging holes

2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration metre 2031.00 2031.00 41.18 83636.58

CONCRETE WORK:

2.1 4.1 Providing and laying in position cement concrete of specified grade excluding

the cost of centering and shuttering ‐ All work up to plinth level

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone‐III) : 4 graded stone aggregate 20 mm cum 80.00 80.00 9290.67 743253.6

nominal size).

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone‐III) : 6 graded stone aggregate 20 mm cum 1182.00 1153.09 8350.16 9628485.994

nominal size).

2.1.2 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone‐III): 6 graded stone aggregate 40 mm cum 22.00 22.00 8159.58 179510.76

nominal size).

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone‐III) : 8 graded stone aggregate 40 mm cum 754.89 150.24 7589.46 1140270.828

nominal size)

4.1.10 1:5:10 (1 cement : 5 coarse sand (zone‐III): 10 graded stone aggregate 40 mm cum 359.00 47.88 7133.39 341511.0463

nominal size).

4.2 Providing and laying cement concrete in retaining walls, return walls, walls

(any thickness) including attached pilasters, columns, piers, abutments,

pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed

blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor

five level, excluding the cost of centering, shuttering and finishing:

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

1 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal cum 78.00 78.00 11096.88 865556.64

2.3 4.1 Providing and laying damp‐proof course 40mm thick with cement concrete Sqm 43.00 0.00 445.90 0

1:2:4 (1 cement : 2 coarse sand (zone‐III): 4 graded stone aggregate 12.5mm

nominal size)

2.2 4.11 Providing and laying damp‐proof course 50mm thick with cement concrete sqm 28.00 28.00 542.75 15197

1:2:4 (1 cement : 2 coarse sand(zone‐III) : 4 graded stone aggregate 20mm

nominal size).

Extra for providing and mixing water proofing material in cement concrete

work in doses by weight of cement as per manufacturer's specification.

cement

2.5 4.13 Providing & applying a coat of residual petroleum bitumen of grade ofVG‐10 Sqm 71.00 0.00 155.75 0

of approved quality using 1.7kg per square metre on damp proof course after

cleaning the surface with brushes and finally with a piece of cloth lightly

soaked in kerosene oil.

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 Sqm 1154.00 1154.00 763.24 880778.96

coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm

thick bed of dry brick ballast 40 mm nominal size, well rammed and

consolidated and grouted with fine sand including finishing the top smooth

RCC WORK

5.9 Centring and shuttering including strutting, propping etc. and removal of

form for:

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 6689.30 3295.38 328.70 1083190.091

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and sqm 6112.25 2465.42 641.64 1581910.806

string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 23903.88 19911.94 715.70 14250972.6

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 21024.99 16529.49 581.14 9605947.819

3.1.4 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 46877.62 43586.08 792.90 34559399.98

3.1.5 5.9.16 Edges of slabs and breaks in floors and walls

3.1.5.1 5.9.16.1 Under 20 cms wide Mtr. 9096.72 9096.72 207.10 1883930.588

3.1 5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 6.51 6.51 884.25 5756.4675

3.11 5.13 Providing, hoisting and fixing up to floor five level precast reinforced cement cum 1.00 1.00 15812.59 15812.59

concrete in small lintels not exceeding 1.5m clear span up to floor five level,

including the cost of required centering, shuttering but , excluding the cost of

reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone‐III) : 3 graded

stone aggregate 20 mm nominal size).

5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone‐

III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm

dia mild steel wire, including centering and shuttering, roughening cleaning,

fixing and finishing with cement mortar 1:3 (1 cement: 3 fine sand) etc.

complete, excluding plastering of the jambs, sills and soffits.

5.18.1 50 mm thick Sqm 306.40 306.40 1380.48 422979.072

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete upto plinth level

5.22.6 Thermo‐Mechanically Treated bars of grade Fe‐500D or more. kg 374551.24 23217.65 95.92 2227036.591

PART/REDUCED RATE kg 22205.01 23.04 511603.328

5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete above plinth level.

5.22A.6 Thermo‐Mechanically Treated bars of grade Fe‐500D or more. kg 855461.52 562317.92 95.92 53937534.95

3.14 5.3 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. metre 16.00 16.00 57.88 926.08

projections

Providing and laying in position machine batched and machine mixed design

mix M‐25 grade cement concrete for reinforced cement concrete work, using

cement content as per approved design mix, including pumping of concrete

to site of laying but excluding the cost of centering, shuttering, finishing and

reinforcement, including admixtures in recommended proportions as per IS:

9103 to accelerate, retard setting of concrete, improve workability without

impairing strength and durability as per direction of Engineer‐in‐charge.

“(Note :‐ Cement content considered in this item is @ 330 kg/cum.“Excess/

less cement used as per design mix is payable/recoverable separately).

3.2.1 5.33.1 All works upto plinth level Cum 379.37 379.37 10925.28 4144756.249

3.2.2 5.33.2 All works above plinth level upto floor five level Cum 116.68 116.68 12287.20 1433670.496

3.16 5.34 Extra for providing richer mixes at all floor levels. Note:‐ Excess/less cement

over the specified cement content used is payable /recoverable separately

3.16.1 5.34.1 Providing M‐30 grade concrete instead of M‐25 grade BMC/ RMC. (Note:‐ cum 13.00 13.00 117.79 1531.27

Cement content considered in M‐30 is @ 340 kg/cum)

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

2 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

5.37 Providing and laying in position ready mixed M‐25 grade concrete for

reinforced cement concrete work, using cement content as per approved

design mix, manufactured in fully automatic batching plant and transported

to site of work in transit mixer for all leads, having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement

concrete work, including pumping of R.M.C. from transit mixer to site of

laying , excluding the cost of centering, shuttering finishing and

reinforcement, including cost of admixtures in recommended proportions as

per IS : 9103 to accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the Engineer ‐ in ‐

charge.

(Note :‐ Cement content considered in this item is @ 330 kg/cum. Excess/less

cement used as per design mix is payable/recoverable separately).

5.37.1 All works upto plinth level. cum 2970.00 0.00 11378.04 0

5.37.2 All works above plinth level upto floor V level cum 6594.43 5017.46 12739.96 63922265.18

BRICK WORK

4.1 6.1 Brick work with common burnt clay F.P.S ( non modular ) bricks of class

designation 7.5 in foundation & plinth in:

4.1.1 6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) Cum 11.00 11.00 8423.54 92658.94

4.1.1 6.1.2 Cement mortar 1:6 (1 cement: 6 coarse sand) cum 81.00 63.66 8052.98 512620.4949

6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in superstructure above plinth level up to floor V level in all

shapes and sizes in :

6.4.2 Cement mortar 1: 6(1 cement: 6 coarse sand) cum 658.29 582.00 9461.67 5506682.478

4.3 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundations and plinth in :

4.3.1 6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand) sqm 5.00 5.00 1005.85 5029.25

4.4 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in superstructure above plinth level up to floor V level.

4.4.1 6.13.2 Cement mortar 1:4 (1 cement: 4 coarse sand) sqm 63.00 0.00 1159.57 0

4.5 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every sqm 56.00 56.00 96.35 5395.6

third course of half brick masonry.

6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt Mtr 2002.00 2002.00 66.44 133012.88

clay F.P.S. (non modular) bricks of class designation 7.5 including grouting

with cement mortar 1:4 (1 cement : 4 fine sand).

6.38 Providing and laying autoclaved aerated cement blocks masonry with 100 cum 3008.70 2943.61 11555.99 34016374.71

mm thick AAC blocks in super structure above plinth level up to floor V level

in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing

and placing in position 2 Nos 6 mm dia M.S. bars at .every third course of

masonry work.

MARBLE WORK:

8.2 Providing and fixing 18mm thick gang saw cut mirror polished premoulded

and prepolished) machine cut for kitchen platforms, vanity counters, window

sills , facias and similar locations of required size of approved shade, colour

and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4

coarse sand) with joints treated with white cement, mixed with matching

pigment, epoxy touch ups, including rubbing, curing, moulding and polishing

to edges to give high gloss finish etc. complete at all levels.

8.2.2 Granite of any colour and shade

8.2.2.2 Area of slab over 0.50 Sqm Sqm 254.00 254.00 5276.34 1340190.36

8.3 Providing edge moulding to 18mm thick marble stone counters, Vanities etc.

including machine polishing to edge to give high gloss finish etc. complete as

per design approved by Engineer‐in‐Charge.

8.3.2 Granite work Mtr. 419.00 419.00 416.41 174475.79

8.4 Extra for fixing marble /granite stone, over and above corresponding basic Mtr. 419.00 419.00 451.23 189065.37

item, in facia and drops of width upto 150 mm with epoxy resin based

adhesive, including cleaning etc. complete.

8.5 Extra for providing opening of required size & shape for wash basins / kitchen Each 149.00 149.00 725.28 108066.72

sink in kitchen platfrom, vanity counters and similar location in marble /

Granite / stone work including necessary holes for pillar taps etc. Including

rubbing and polishing necessary etc. complete.

8.13 Providing and laying Polished Granite stone flooring in required design and

patterns, in linear as well as curvilinear portions of the building, all complete

as per the architectural drawings, with 18 mm thick stone slab over 20 mm

(average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid

and jointed with cement slurry and pointing with white cement slurry

admixed with pigment of matching shade, including rubbing, curing and

polishing etc. all complete as specified and as directed by the Engineer‐in‐

Charge.

8.13.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or Sqm 2433.86 2433.86 4978.74 12117556.14

equivalent.

WOOD WORK:

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

3 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

9.1 Providing wood work in frames of doors, windows, clerestory windows and

other frames, wrought framed and fixed in position with hold fast lugs or

with dash fasteners of required dia & length ( hold fast lugs or dash fastener

shall be paid for separately).

9.1.1 Second class teak wood cum 5.86 5.86 157178.60 920280.703

9.12 Extra for providing frosted glass panes 4 mm thick instead of ordinary float sqm 128.40 128.40 126.01 16179.684

glass panes 4 mm thick in doors, windows and clerestory window shutters.

(Area of opening for glass panes excluding portion inside rebate shall be

measured).

9.136 Providing and fixing fire resistant door frame of section 143 x 57 mm having metre 27.60 27.60 2117.11 58432.236

built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120

gm/sqm) duly filled with vermuculite based concrete mix, suitable for

mounting 60 minutes fire rated door shutters. The frame is fitted with

intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame

and fixing with dash fastener of approved size and make, including applying a

coat of approved brand fire resistant primer etc. complete as per direction of

Engineer‐in‐charge (Dash fastener to be paid for separately).

9.137 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 sqm 16.20 16.20 9043.07 146497.734

minutes fire rating conforming to IS:3614 (Part‐II), tested and certified as per

laboratory approved by Engineer‐in‐charge, with suitable mounting on door

frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom

rail 200 mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than

120 gm/m2) duly filled FR insulation material and fixing with necessary

stainless steel ball bearing hinges of approved make, including applying a

coat of approved fire resistant primer etc. all complete as per direction of

Engineer‐in‐charge (panneling to be paid for separately).

5.4 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202

(Part I) non‐decorative type, core of block board construction with frame of

1st class hard wood and well matched commercial 3 ply veneering with

vertical grains or cross bands and face veneers on both faces of shutters:

5.4.1 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary sqm 1.00 1.00 2643.43 2643.43

screws.

5.5 9.127 Providing & Fixing decorative high pressure laminated sheet of plain / wood

grain in gloss / matt/ suede finish with high density protective surface layer

and reverse side of adhesive bonding quality conforming to IS : 2046 Type S,

including cost of adhesive of approved quality.

5.5.1 9.127.2 1.0 mm thick sqm 1.00 1.00 877.89 877.89

9.2 Providing and fixing ISI marked flush door shutters conforming to IS : 2202

(Part I) decorative type, core of block board construction with frame of 1st

class hard wood and well matched teak 3 ply veneering with vertical grains or

cross bands and face veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary sqm 932.00 924.28 4218.21 3898807.139

screws

9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum sqm 932.00 932.00 620.03 577867.96

depth on all edges of flush door shutters (over all area of door shutter to be

measured).

5.7 9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be sqm 4.00 4.00 216.51 866.04

measured).

9.46 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass

plate, with two chromium plated brass brackets fixed with C.P. brass screws

and wooden plugs, etc., wherever necessary complete :

9.46.3 25 mm dia metre 956.00 956.00 786.12 751530.72

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc.

with M.S. flats, square or round bars etc. including priming coat with

approved steel primer all complete.

9.48.1 Fixed to steel windows by welding. Kg 1029.00 1029.00 177.36 182503.44

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg. 10.00 10.00 190.58 1905.8

9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame Each 201.00 0

with 10 mm diameter bolts, nuts and wooden plugs and embedding in

cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand: 6

graded stone aggregate 20mm nominal size).

9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised

(anodic coating not less than grade AC 10 as per IS: 1868) transparent or

dyed to required colour or shade with nuts and screws etc. complete:

9.96.1 300 x 16 mm Each 371.00 371.00 360.05 133578.55

9.96.2 250x16 mm Each 55.00 55.00 320.65 17635.75

9.97 Providing and fixing aluminium tower bolts ISI marked anodised (anodic

coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed

toreqired colour or shade with necessary screws etc.

9.97.1 300x10 mm Each 1325.00 1325.00 168.97 223885.25

9.97.2 250x10 mm Each 55.00 55.00 149.31 8212.05

9.97.3 200x10 mm Each 55.00 55.00 129.06 7098.3

9.97.4 150x10 mm Each 2156.00 2156.00 108.97 234939.32

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

4 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

9.1 Providing and fixing aluminium handles ISI marked anodised (anodic coating

not less than grade AC 10 as per IS : 1868) transparent or dyed to required

colour or shade with necessary screws etc. complete :

9.100.1 125 mm Each 1334.00 1334.00 86.60 115524.4

9.100.2 100 mm Each 1952.00 1952.00 76.43 149191.36

9.101 Providing and fixing aluminium hanging floor door stopper ISI marked

anodised (anodic coating not less than grade AC 10 as per IS :1868)

transparent or dyed to required colour or shade with necessary screws etc.

complete:

9.101.1 Single rubber stopper Each 55.00 55.00 46.69 2567.95

9.101.2 Twin rubber stopper Each 475.00 475.00 64.40 30590

5.7 9.102 Providing and fixing aluminium casement stays ISI marked anodised (anodic Each 12.00 12.00 83.89 1006.68

coating not less than grade AC 10 as per IS : 1868) transparent or dyed to

required colour and shade with necessary screws etc. complete.

9.129 Providing and fixing cup board shutters 25 mm thick, with Pre‐laminated flat sqm 960.00 960.00 2696.05 2588208

pressed three layer particle board or graded wood particle board IS: 12823

marked, exterior grade (Grade l Type ll), having one side decorative

lamination and other side balancing lamination, including IInd class teak

wood lipping of 25 mm wide x12 mm thick with necessary screws and bright

finished stainless steel piano hinges, complete as per direction of the

Engineer‐in‐Charge

Providing and fixing Pre‐laminated flat pressed 3 layer (medium density)

particle board or graded wood particle board IS : 3087 marked, with one side

decorative and other side balancing lamination Grade I, Type II exterior grade

IS : 12823 marked, in shelves with screws and fittings wherever required,

edges to be painted with polyurethane primer (fittings to be paid separately).

9.18.1 18 mm thick sqm 3246.00 3246.00 1678.67 5448962.82

9.91 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe Each 381.00 381.00 181.68 69220.08

knobs with nuts complete.

9.92 Providing and fixing chromium plated brass handles with necessary screws

etc. complete:

9.92.1 125 mm Each 1524.00 1524.00 359.04 547176.96

9.92.2 100 mm Each 80.00 80.00 309.21 24736.8

9.79 Providing and fixing special quality bright finished brass cupboard or ward

robe locks with four levers of approved quality including necessary screws

etc. complete.

9.79.2 50mm Each 381.00 381.00 332.85 126815.85

9.114 Providing and fixing magnetic catcher of approved quality in cupboard / ward

robe shutters, including fixing with necessary screws etc. complete.

9.114.1 Triple strip vertical type Each 80.00 80.00 48.22 3857.6

9.114.2 Double strip (horizontal type) Each 3048.00 3048.00 36.44 111069.12

9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated

brackets :

9.47.1 20 mm dia (heavy type) metre 736.00 736.00 202.10 148745.6

9.76 Providing & fixing bright finished brass 100mm mortice latch and lock with 6 Each 367.00 367.00 943.06 346103.02

levers and a pair of lever handles with necessary screws etc. complete (Best

make of approved quality).

9.77 Providing and fixing bright finished brass 100 mm mortice latch with one Each 227.00 227.00 765.95 173870.65

dead bolt and a pair of lever handles of approved quality with necessary

screws etc. complete.

9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic Each 77.00 77.00 702.40 54084.8

door closer (having brand logo with ISI, IS : 3564, embossed on the body,

door weight upto 35 kg and door width upto 700 mm), with necessary

accessories and screws etc. complete.

9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a metre 1723.90 1705.98 743.58 1268532.608

wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet,

mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15

mm M.S. square tube, the vertical door frame profiles to be reinforced with

19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal

to be provided through out the frame. The door frame to be fixed to the wall

using M.S. screws of 65/100 mm size, complete as per manufacturer’s

specification and direction of Engineer‐in‐Charge.

9.12 Providing and fixing factory made panel PVC door shutter consisting of frame

made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for

styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of

steel primers of approved make and manufacture. M.S. frame covered with 5

mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm

width out of which 50 mm shall be flat and 20 mm shall be tapered in 45

degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC

sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45

degree on the inner side to form top and bottom rail and 115 mm wide PVC

sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both

sides to form lock rail.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

5 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5

mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top

rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in

the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm)

thick x 15 mm wide PVC sheet beading on inner side, and joined together

with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm

width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent

adhesive etc. complete as per direction of Engineer‐in‐charge,

manufacturer’s specification & drawing.

9.120.2 30 mm thick pre laminated PVC door shutters sqm 588.30 588.30 5478.70 3223119.21

STEEL WORK

6.1 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses Kg. 5.00 5.00 114.57 572.85

and framed work, including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer all complete:

6.2 10.6 Supplying and fixing rolling shutters of approved make, made of required size

M.S. laths, interlocked together through their entire length and jointed

together at the end by end locks, mounted on specially designed pipe shaft

with brackets, side guides and arrangements for inside and outside locking

with push and pull operation complete, including the cost of providing and

fixing necessary 27.5 cm long wire springs manufactured from high tensile

steel wire of adequate strength conforming to IS: 4454 ‐ part 1 and M.S. top

cover of required thickness for rolling shutters.

6.2.1 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 18.00 18.00 3925.27 70654.86

6.3 10.7 Providing and fixing ball bearing for rolling shutters. Each 8.00 8.00 642.83 5142.64

6.4 10.9 Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. sqm 4.50 4.50 531.48 2391.66

bar instead of laths as per design approved by Engineer‐in‐ charge, (area of

grill to be measured).

6.5 10.12 Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box metre 24.00 24.00 64.99 1559.76

type), approved shape and section with screws instead of glazing clips and

metal sash putty, in steel doors, windows, ventilators and composite units.

10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and

cupboard with rectangular/ L‐Type sections, made of 1.60 mm thick M.S.

Sheet, joints mitred, welded and grinded finish, with profiles of required size,

including fixing of necessary butt hinges and screws and applying a priming

coat of approved steel primer.

10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block Kg 709.00 709.00 210.24 149060.16

15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size)

10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.)

trusses etc., including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer, including welding and bolted with

special shaped washers etc. complete.

10.16.2 Hot finished seamless type tubes Kg. 608565.00 608565.00 159.14 96847034.1

6.8 10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to Each 2.00 2.00 190.07 380.14

shape with hooked ends in R.C.C. slabs or beams during laying, including

painting the exposed portion of loop, all as per standard design complete.

6.9 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling Each 2.00 2.00 220.49 440.98

fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick

M.S. sheet with its top surface hacked for proper bonding, top lid shall be

screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round

headed screws, one lock at the corners. Clamp shall be made of 12 mm dia

M.S. bar bent to shape as per standard drawing.

10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,

manufactured from commercial mild steel sheet of 1.60 mm thickness,

including hinges, jamb, lock jamb, bead and if required angle threshold of

mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild

steel welded or rigidly fixed together by mechanical means, including M.S.

pressed butt hinges 2.5 mm thick with mortar guards, lock strike‐plate and

shock absorbers as specified and applying a coat of approved steel primer

after pre‐treatment of the surface as directed by Engineer‐in‐charge:

10.14.2 Profile C

10.14.2. metre 1484.72 1484.72 616.14 914795.3808

Fixing with adjustable lugs with split end tail to each jamb

10.14.3 Profile E

10.14.3. metre 231.27 231.27 675.20 156153.504

Fixing with adjustable lugs with split end tail to each jamb

10.25 Steel work welded in built up sections/ framed work including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.

10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered kg 3736.26 3736.26 111.52 416667.7152

plate wherever required, all complete

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar kg 5877.00 5877.00 145.67 856102.59

works.

10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows &

doors with M.S. Flat 15x3 mm and nuts & bolts complete.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

6 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm sqm 71.00 71.00 1765.19 125328.49

aperture on both sides

10.2 Providing and fixing bolts including nuts and washers complete. kg 15185.00 15185.00 163.12 2476977.2

10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, kg 2846.10 2846.10 800.61 2278616.121

channels, plates etc., including welding, grinding, buffing, polishing and

making curvature (wherever required) and fitting the same with necessary

stainless steel nuts and bolts complete, i/c fixing the railing with necessary

accessories & stainless steel dash fasteners , stainless steel bolts etc., of

required size, on the top of the floor or the side of waist slab with suitable

arrangement as per approval of Engineer‐incharge, (for payment purpose

only weight of stainless steel members shall be considered excluding fixing

accessories such as nuts, bolts, fasteners etc.).

10.3 Providing & fixing glass panes with putty and glazing clips in steel doors,

windows, clerestory windows, all complete with :

10.30.1 4.0 mm thick glass panes sqm 71.00 71.00 1167.78 82912.38

6.2 14.22.2 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and per 8.00 8.00 317.35 2538.8

fitting and fixing the same with necessary clamps, nuts and bolts/welding and wheel

erection etc. complete.

Wheel above 50 mm dia

FLOORING

11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate) finished with a floating coat of neat cement including cement

slurry, but excluding the cost of nosing of steps etc. complete.

11.3.1 40mm thick with 20mm nominal size stone aggregate Sqm 1755.03 1601.26 614.53 984022.3078

11.6 Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1

cement : 3 coarse sand) finished with a floating coat of neat cement

11.6.1 18mm thick Sqm 96.50 96.50 593.26 57249.59

11.13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.

11.13.1 40 mm wide and 4 mm thick Mtr. 574.20 574.20 88.98 51092.316

11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade of

the slab including rubbing and polishing complete with base of cement

mortar 1 : 4 (1 cement : 4 coarse sand) :

11.26.1 25 mm thick. sqm 3414.00 3414.00 1962.72 6700726.08

11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid sqm 366.00 366.00 2098.47 768040.02

on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and

jointed with grey cement slurry mixed with pigment to match the shade of

the slabs, including rubbing and polishing complete.

11.31 metre 525.00 525.00 143.80 75495

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.

11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single sqm 353.00 353.00 32.12 11338.36

length up to 1.05 metre.

11.36 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : sqm 5727.00 5727.00 1262.27 7229020.29

15622 (thickness to be specified by the manufacturer ) of approved make in

all colours, shades except burgundy, bottle green, black of any size as

approved by Engineer‐in‐Charge, in skirting, risers of steps and dados over 12

mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing

with grey cement slurry @ 3.3kg per sqm including pointing in white cement

mixed with pigment of matching shade complete

7.5 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be Sqm, 23.00 23.00 1166.60 26831.8

specified by the manufacturer) of 1st quality conforming to IS : 15622 of

approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid

on 20 mm thick Cement Mortar 1:4 (1 Cement : 4Coarse sand) including

pointing the joints with white cement and matching pigment etc., complete.

11.39 Providing & laying rectified glazed ceramics floor tiles 300x300mm or more sqm 1578.00 1578.00 1393.87 2199526.86

(thickness to be specified by the manufacturer) of Ist quality conforming to

IS:15622 of approved make in colours White, Ivory, Grey, Fume, Red Brown,

laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand) including

grouting the joints with white cement and matching pigments etc. complete.

11.41 Providing & laying vitrified floor tiles in different sizes (thickness to be

specified by the manufacturer) with water absorptions 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 coarse sand) including grouting

the joints with white cement and matching pigments etc. complete.

11.41.2 Size of Tile 600x600 mm Sqm 5725.00 5725.00 1897.13 10861069.25

11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified

by manufacturer), with water absorption less than 0.08 % and conforming to

I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps,

over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand),

including grouting the joint with white cement & matching pigments etc.

complete.

11.46.2 Size of Tile 600x600 mm Sqm 514.00 514.00 1923.91 988889.74

ROOFING

8.1 12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand

: 4 stone aggregate 10mm and down gauge) including finishing with cement

mortar 1:3 (1 cement : 3 fine sand) as per standard design :

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

7 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

8.1.1 12.21.1 In 75x75mm deep chase metre 179.33 179.33 259.30 46500.269

8.2 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cmcement each 8.00 8.00 317.94 2543.52

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20

mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm

cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,

rounding the edges and making and finishing the outlet complete.

12.45 Providing and fixing false ceiling at all height including providing and fixing of

frame work made of special sections, power pressed from M.S. sheets and

galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS :

277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with

flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed

to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia

bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of

required length with nuts & bolts of required size and other end of angle

hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the

spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm

thick bottom wedge of 80 mm with tapered flanges of 26 mm each having

lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction

perpendicular to G.I.

intermediate channel with connecting clips made out of 2.64 mm dia x 230

mm long G.I. wire at every junction, including fixing perimeter channels 0.5

mm thick 27 mm high having flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450

mm centre, with 25mm long dry wall screws @ 230 mm interval, including

fixing of gypsum board to ceiling section and perimeter channel with the help

of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and

finishing to a flush finish of tapered and square edges of the board with

recomme‐nded jointing compound , jointing tapes , finishing with jointing

compound in 3 layers covering upto 150 mm on both sides of joint and two

coats of primer suitable for board, all as per manufacturer’s specification and

also including the cost of making openings for light fittings, grills, diffusers,

cutouts made with frame of perimeter channels suitably fixed, all complete

as per drawings, specification and direction of the Engineer in Charge but

excluding the cost of painting with:

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board sqm 1176.31 1176.31 1624.70 1911148.615

12.5 Providing and fixing precoated galvanised iron profile sheets (size, shape and Sqm 10010.10 9496.55 932.80 8858377.176

pitch of corrugation as approved by Engineer‐in‐charge) 0.50 mm (+ 0.05 %)

total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in

240 mpa steel grade, 5‐7 microns epoxy primer on both side of the sheet and

polyester top coat 15‐18 microns. Sheet should have protective guard film of

25 microns minimum to avoid scratches during transportation and should be

supplied in single length upto 12 metre or as desired by Engineerin‐charge.

The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55

mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or

curved surfaces, excluding the cost of purlins, rafters and trusses and

including cutting to size and shape wherever required.

12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50

mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per

IS: 277, in 240 mpa steel grade, 5‐7 microns epoxy primer on both side of the

sheet and polyester top coat 15‐18 microns using self drilling/ self tapping

screws complete :

12.51.1 Ridges plain (500 ‐ 600mm) metre 1198.05 1149.10 610.88 701959.1536

12.51.6 Gutter .(600 mm over all girth) metre 2003.73 2003.73 1411.83 2828926.126

12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595

mm in true horizontal level, suspended on inter locking metal grid of hot

dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side

inclusive) consisting of main "T" runner with suitably spaced joints to get

required length and of size 24x38 mm made from 0.30 mm thick (minimum)

sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm

made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between

main "T" at 600 mm center to center to form a grid of 1200x600 mm and

secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm

thick (minimum) sheet to be interlocked at middle of the 1200x600 mm

panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and

laying false ceiling tiles of approved texture in the grid including, required

cutting/making, opening for services

like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T"

runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x

25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners,

4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x

0.8 mm spaced at 1200 mm

center to center along main T, bottom exposed width of 24 mm of all T‐

sections shall be pre‐painted with polyester paint, all complete for all heights

as per specifications, drawings and as directed by Engineer‐in‐charge.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

8 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

12.52.1 GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size Sqm 4329.84 4329.84 1765.87 7645930.764

595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having

galvanizing of 100 gms/sqm (both sides inclusive) and electro statically

polyester powder coated of thickness 60 microns (minimum), including

factory painted after bending.

FINISHING

13.1 12 mm cement plaster of mix :

13.1.2 1:6 (1 cement: 6 fine sand) Sqm 53334.60 53222.93 271.76 14463862.1

13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :

6.2.1 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 423.80 423.80 313.87 133018.106

13.16 6 mm cement plaster of mix :

13.16.1 1:3 (1 cement : 3 fine sand) Sqm 3827.11 3827.11 243.71 932704.9781

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster Sqm 796.69 796.69 433.10 345046.439

1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement

plaster 1:6 (1 cement : 6 fine sand).

13.26 Providing and applying plaster of paris putty of 2mm thickness over plastered Sqm. 2408.00 2408.00 201.17 484417.36

surface to prepare the surface even and smooth complete.

13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone

additives of required shade

13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including Sqm 12702.66 12702.66 164.05 2083871.209

base coat of water proofing cement paint applied @2.20kg/10sqm)

13.68 French spirit polishing :

13.68.1 Two or more coats on new works including a coat of wood filler sqm 700.00 700.00 355.48 248836

6.3 13.7 12mm cement plaster finished with a floating coat of neat cement of mix :

6.3.1 13.7.1 1:4 (1 cement : 4 fine sand ) Sqm 364.70 364.70 384.37 140179.739

13.8 Providing and applying white cement based putty of average thickness Sqm. 75460.00 75460.00 148.04 11171098.4

1 mm, of approved brand and manufacturer, over the plastered wall

surface to prepare the surface even and smooth complete.

13.82 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre, of approved brand and

manufacture, including applying additional coats wherever required, to

achieve even shade and colour.

13.82.2 Two coats Sqm. 77461.00 77461.00 125.24 9701215.64

13.61 Painting with synthetic enamel paint of approved brand and manufacture to

give an even shade :

13.61.1 Two or more coats on new work sqm 1230.20 1230.20 132.87 163456.674

13.62 Painting with synthetic enamel paint of approved brand and manufacture of

required colour to give an even shade :

13.62.1 Two or more coats on new work over an under coat of suitable shade with sqm 1317.00 1317.00 190.32 250651.44

ordinary paint of approved brand and manufacture

16.79 Providing, laying, spreading and compacting graded stone aggregate (size cum 3482.99 3482.99 3613.68 12586411.3

range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification

including premixing the material with water at OMC in for all leads & lifts,

laying in uniform layers with mechanical paverfinisher in sub‐ base / base

course on well prepared surface and compacting with vibratory roller of 8 to

10 tonne capacity to achievethe desired density, complete as per

specifications and directions of Engineer‐in‐Charge.

10 DISMENTLING & DEMOLISHING

10.1 15.7 Demolishing brick work manually/ by mechanical means including stacking of

serviceable material and disposal of unserviceable material within 50 metres

lead as per direction of Engineer‐in‐charge.

10.1.1 15.7.4 In cement mortar cum 2.00 2.00 1428.27 2856.54

10.2 15.8 Removing mortar from bricks and cleaning bricks including stacking within a

lead of 50 m (stacks of cleaned bricks shall be measured) :

From brick work in cement mortar

ALUMINIUM WORK

21.1 Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/ appropriate Z

sections and other sections of approved make conforming to IS: 733 and IS:

1285, fixing with dash fasteners of required dia and size, including necessary

filling up the gaps at junctions, i.e. at top, bottom and sides with required

EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust

free, straight, mitred and jointed mechanically wherever required including

cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass /

stainless steel screws, all complete as per architectural drawings and the

directions of Engineer‐in‐charge. (Glazing, paneling and dash fasteners to be

paid for separately) :

21.1.1 For fixed portion

Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.1.2 For shutters of doors, windows & ventilators including providing and fixing

hinges/ pivots and making provision for fixing of fittings wherever required

including the cost of EPDM rubber / neoprene gasket required (Fittings shall

be paid for separately)

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

9 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

Powder coated aluminium (minimum thickness of powder coating 50 micron)

21.2 Providing and fixing 12 mm thick prelaminated particle board flat pressed

three layer or graded wood particle board conforming to IS: 12823 Grade l

Type ll, in panelling fixed in aluminum doors, windows shutters and partition

frames with C.P. brass / stainless steel screws etc. complete as per

architectural drawings and directions of engineer‐in‐charge.

21.2.2 Pre‐laminated particle board with decorative lamination on both sides Sqm 37.67 37.67 1468.69 55318.20885

21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per

the architectural drawings and the directions of engineer‐in‐charge. (Cost of

aluminium snap beading shall be paid in basic item):

21.3.2 With float glass panes of 5.5 mm thickness sqm 1355.00 1348.51 1701.47 2294442.504

10.5 21.4 Providing and fixing double action hydraulic floor spring of approved brand

and manufacture conforming to IS : 6315, having brand logo embossed on

the body / plate with double spring mechanism and door weight upto 125 kg,

for doors, including cost of cutting floors, embedding in floors as required

and making good the same matching to the existing floor finishing and cover

plates with brass pivot and single piece M.S. sheet outer box with slide plate

etc. complete as per the direction of Engineer‐in‐charge.

10.5.1 21.4.1 With stainless steel cover plate minimum 1.25 mm Each 3.00 3.00 3481.75 10445.25

thickness

10.27 Providing and fixing carbon steel galvanised ( minimum coating 5 micron)

dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480

N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade

sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per

direction of Engineer‐in‐charge.

10.27.3 10 x 120 mm Each 4396.00 4396.00 155.58 683929.68

21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed kg 8831.00 8831.00 692.91 6119088.21

to required shade according to IS: 1868 with minimum anodic coating of

grade AC 15) of approved design/pattern, with approved standard section

and fixed to the existing window frame with C.P. brass/ stainless steel screws

@ 200 mm centre to centre, including cutting the grill to proper opening size

for fixing and operation of handles and fixing approved anodised aluminium

standard section around the opening, all complete as per requirement and

direction of Engineer‐in‐charge. (Only weight of grill to be measured for

payment).

WATER PROOFING /INSULATION WORK

11 22.14 Grading roof for water proofing treatment with

11.1 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate cum 7.00 7.00 9463.28 66242.96

20 mm nominal size)

11.2 22.7 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs, balconies,

terraces etc consisting of following operations:

a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement

admixed with water proofing compound conforming to IS. 2645 and

approved by Engineer‐in‐charge over the RCC slab including adjoining walls

upto 300mm height including cleaning the surface before treatment.

b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to

115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)

admixed with water proofing compound conforming to IS : 2645 and

approved by Engineer‐in‐charge over 20 mm thick layer of cement mortar of

mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer‐in‐charge to required

slope and treating similarly the adjoining walls upto 300 mm height including

rounding of junctions of walls and slabs

c) After two days of proper curing applying a second coat of cement slurry

using 2.75kg/ sqm of cement admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer‐in‐charge.

d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4

(1 cement :4 coarse sand) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer‐in‐charge including laying

glass fibre cloth of approved quality in top layer of plaster and finally finishing

the surface with trowel with neat cement slurry and making pattern of

300x300 mm square 3mm deep.

e) The whole terrace so finished shall be flooded with water for a minimum

period of two weeks for curing and for final test. All above operations to be

done in order and as directed and specified by the Engineer‐in‐Charge :

11.2.1 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 Sqm 101.00 101.00 1753.50 177103.5

22.3 Providing and laying water proofing treatment to vertical and horizontal

surfaces of depressed portions of W.C., kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water

proofing compound conforming to IS 2645 in recommended proportions

including rounding off junction of vertical and horizontal surface.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

10 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed

with water proofing compound in recommended proportion including

rounding off junction of vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg.

per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC Sqm 5.00 5.00 857.39 4286.95

sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7

kg/sqm).

22.18 Providing and fixing APP (Atactic Polypropylene Polymer) modified

prefabricated five layer 2 mm thick water proofing membrance, black

finished reinforced with glass fibre matt consisting of a coat of bitumen

primer for bitumen membrane @ 0.40 litre/sqm by the same membrance

manufacture of density at 25°C, 0.87 ‐ 0.89 kg/ litre and viscocity 70 ‐ 160

cps. Over the primer coat the layer of membrane shall be laid using Butane

torch and sealing all joints etc., and preparing the surface complete. The vital

physical and chemical parameters of the membrane shall be as under : Joint

strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5 cm.

Tear strength in longitudinal and transverse direction as 60/80N. Softening

point of membrane not less than 150°C. Cold flexibility shall be upto ‐2°C

when tested in accordance with ASTM, D ‐ 5147. The laying of membrane

shall be got done through the authorised applicator of the manufacture of

membrane.

22.18.1 2mm (for corrugated roof sheets) Sqm 2871.44 2871.44 505.55 1451656.492

25.1 Providing and supplying aluminium extruded tubular and other aluminium kg 1696.00 1696.00 573.26 972248.96

sections as per the architectural drawings and approved shop drawings, the

aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super

durable powder coating of 60‐80 microns conforming to AAMA 2604 of

required colour and shade as approved by the Engineer‐in‐Charge. (The item

includes cost of material such as cleats, sleeves, screws etc. necessary for

fabrication of extruded aluminium frame work. Nothing extra shall be paid

on this account).

25.2 Designing, fabricating, testing, protection, installing and fixing in position sqm 204.50 204.50 4084.24 835227.08

semi (grid) unitized system of structural glazing (with open joints) for linear

as well as curvilinear portions of the building for all heights and all levels,

including:

a) Structural analysis & design and preparation of shop drawings for the

specified design loads conforming to IS 875 part III (the system must passed

the proof test at 1.5 times design wind pressure without any failure),

including functional design of the aluminum sections for fixing glazing panels

of various thicknesses, aluminium cleats, sleeves and splice plates etc.

gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather

silicone sealants, flashings, fire stop (barrier)‐ cum‐smoke seals, microwave

cured EPDM gaskets for water tightness, pressure equalisation & drainage

and protection against fire hazard including:

b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium

alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to

accommodate 3 Dimentional movement for achieving perfect verticality and

fixing structural glazing system rigidly to the RCC/ masonry/structural steel

framework of building structure using stainless steel anchor fasteners/ bolts,

nylon seperator to prevent bimetallic contacts with nuts and washers etc. of

stainless steel grade 316, of the required capacity and in required numbers.

c) Providing and filling, two part pump filled, structural silicone sealant and

one part weather silicone sealant compatible with the structural silicone

sealant of required bite size in a clean and controlled factory / work shop

environment , including double sided spacer tape, setting blocks and backer

rod, all of approved grade, brand and manufacture, as per the approved

sealant design, within and all around the perimeter for holding glass

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm

thick and of sizes, shapes and profiles, as required as per the site conditions,

to seal the gap between the building structure and all its interfaces with

curtain glazing to make it watertight.

e) Making provision for drainage of moisture/ water that enters the curtain

glazing system to make it watertight, by incorporating principles of pressure

equalization, providing suitable gutter profiles at bottom (if required),

making necessary holes of required sizes and of required numbers etc.

complete. This item includes cost of all inputs of designing, labour for

fabricating and installation of aluminium grid,

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

11 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

installation of glazed units, T&P, scaffolding and other incidental charges

including wastages etc., enabling temporary structures and services, cranes

or cradles etc. as described above and as specified. The item includes the

cost of getting all the structural and functional design including shop

drawings checked by a structural designer, dully approved by Engineer‐in‐

charge. The item also includes the cost of all mock ups at site, cost of all

samples of the individual components for testing in an approved laboratory,

field tests on the assembled working structural glazing as specified, cleaning

and protection till the handing over of the building for occupation. In the end,

the Contractor shall provide a water tight structural glazing having all the

performance characteristics etc. all complete as required, as per the

Architectural drawings, as per item description, as specified, as per the

approved shop drawings and as directed by the Engineerin‐Charge.

Note:‐ 1. The cost of providing extruded aluminium frames, shadow boxes,

extruded aluminium section capping for fixing in the grooves of the curtain

glazing and vermin proof stainless steel wire mesh shall be paid for

separately under relevant items under this subhead. However, for the

purpose of payment, only the actual area of structural glazing (including

width of grooves ) on the external face shall be measured in sqm. up to two

decimal places.

Note:‐2. The following performance test are to be conducted on structural

glazing system if area of structural glazing exceeds 2500 Sqm from the

certified laboratories accreditated by NABL(National Accreditation Board for

Testing and Calibration Laboratories), Department of Science & Technologies,

India. Cost of testing is payable separately. The NIT approving authority will

decide the necessity of testing on the basis of cost of the work, cost of the

test and importance of the work. Performance Testing of Structural glazing

system Tests to be conducted in the NBL Certified laboratories

1. Performance Laboratory Test for Air Leakage Test (‐50pa to – 300pa) &

(+50pa to +300pa) as per ASTM E‐283‐04 testing method for a range of

testing limit 1 to 200 mVhr”

2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME‐ 331‐ 09

testing method for a range up to 2000 ml.” 3. Dynamic Water Penetration

(50pa to 1500pa) as per AAMA 501.01‐ 05 testing method for a range upto

4. Structural Performance Deflection and deformation by static air pressure

test (1.5 times desing wind pressure without any failure) as per ASTME‐ 330‐

10 testing method for a range upto 50 mm”

5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4‐09 testing

method for Qualitative test” Tests to be conducted on site

6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa

upto 2000ml”

25.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of sqm 204.50 204.50 6322.70 1292992.15

hermetically‐sealed 6‐12‐ 6 mm insulated glass (double glazed) vision panel

units of size and shape as required and specified, comprising of an outer heat

strengthened float glass 6mm thick, of approved colour and shade with

reflective soft coating on surface # 2 of approved colour and shade, an inner

Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide,

dessicants, including primary seal and secondary seal (structural silicone

sealant) etc. all complete for the required performances, as per the

Architectural drawings, as per the approved shop drawings, as specified and

as directed by the Engineer‐in‐ charge. The IGUs shall be assembled in the

factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in

the curtain glazing is included in cost of item No.26.2) For payment, only the

actual area of glass on face # 1 of the glass panels (excluding the areas of the

grooves and weather silicone sealant) provided and fixed in position, shall be

measured in sqm.

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating

on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of

approved make having properties as visible Light transmittance (VLT) of 25 to

35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %,

shading coefficient (0.25‐ 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc.

The properties of performance glass shall be decided by technical sanctioning

authority as per the site requirement.

25.4 Extra for openable side / top hung vision glass panels (IGUs) including sqm 20.45 20.45 4985.35 101950.4075

providing and supplying at site all accessories and hardwares for the

openable panels as specified and of the approved make such as heavy duty

stainless steel friction hinges, min 4 ‐point cremone locking sets with

stainless steel plates, handles, buffers etc. including necessary stainless steel

screws/ fasteners, nuts, bolts, washers etc. all complete as per the

Architectural drawings, as per the approved shop drawings, as specified and

as directed by the Engineerin‐ Charge.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

12 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

26.46 Providing and fixing in position, 200 mm thick factory made Expanded Sqm 6469.00 6469.00 5501.49 35589138.81

Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched

between two Engineered sheets of welded wire fabric mesh duly finished

with shortcrete materials on outer faces. The fabric mesh shall be made of 3

mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both

faces of the wall, kept at 120‐135 mm gap and connected by the zig zag G.I.

wire of 3 mm dia at alternate row by welding (at an angle ranging from 50‐70

degree) . The EPS core shall consist of 100 mm thick EPS of density not less

than 20 kg/ per cum. Both the outer faces of the panel shall be finished by

applying the layer of 50 mm thick cement mortar 1:3 {1 cement: 3 coarse

sand (not having more than 40% stone chips of size upto 6 mm)} À with the

help of shotcreting/guniting equipment etc at a pressure not less than 1 bar

(100Kn/m2) and both surfaces finished with trowel. Fixing operations of wall

panels shall be completed in all respect as per drawings and specifications

and under the overall direction of the Engineer‐in‐charge.

26.1 Providing & fixing in position Phenol bonded Bamboowood flooring with Sqm 94.49 94.49 8404.73 794162.9377

planks of sizes 14mm thick, 1800mm length (minimum) and 130 mm

wide(minimum), in approved colour, texture and finish, having Performance

Appraisal Certificate (PAC) issued by Building Materials & Technology

Promotion Council (BMTPC). The flooring shall be fixed with tongue and

groove interlocking system, with underlayment of 4mm thick expanded poly

ethylene foam sheets having density 40kg/cum, over prepared surface with

necessary quarter round planks of size 1900mm x 18mm and door reducer of

size 1900mm x 44mm, wherever required. The bomboowood planks shall

have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with

Eco friendly UV coating, all complete as per direction of Engineer in‐

charge.Engineer‐in‐charge.

BALANCE ROAD WORKS

16.24 Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement :

1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre

stone as per standard design including finishing smooth in 1:3 cement mortar

(1 cement : 3 fine sand) but excluding the cost of earth work, concrete in

foundation, painting and lettering etc. which shall be paid for separately.

16.24.2 50x152.5x25 cm size. each 4.00 4.00 5417.18 21668.72

16.3 Providing and applying tack coat using hot straight run bitumen of grade VG ‐

10, including heating the bitumen, spraying the bitumen with mechanically

operated spray unit fitted on bitumen boiler, cleaning and preparing the

existing road surface as per specifications :

16.30.1 On W.B.M. @ 0.75 Kg / sqm sqm 15750.00 15750.00 61.69 971617.5

16.30.2 On bituminous surface @ 0.50 Kg / sqm sqm 5.00 5.00 46.61 233.05

16.55 Providing and laying bituminous macadam using crushed stone aggregates of

specified grading premixed with bituminous binder, transported to site by

tippers, laid over a previously prepared surface with paver finisher equiped

with electronic sensor to the required grade, level and alignment and rolling

with smooth wheeled, vibratory and tandem rollers as per specifications to

achieve the desired compaction and density, complete as per specificatons

and directions of Engineer‐in‐Charge.

16.55.1 50 to 100 mm average compacted thickness with bitumen of grade VG‐30 @ cum 1181.25 1181.25 9673.86 11427247.13

3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix

Plant of 100‐120 TPH capacity.

16.57 Providing and laying Bituminous concrete using crushed stone aggregates of

specified grading, premixed with bituminous binder and filler, transporting

the hot mix to work site by tippers, laying with paver finisher equiped with

electronic sensor to the required grade, level and alignment and rolling with

smooth wheeled, vibratory and tandem rollers to achieve the desired

compaction and density as per specification, complete and as per directions

of Engineer‐in‐Charge.

16.57.1 40/50 mm compacted thickness with bitumen of grade VG‐30 @ 5.5% cum 600.00 600.00 13327.46 7996476

(percentage by weight of total mix) and lime filler @ 3% (percentage by

weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100‐120 TPH

capacity.

16.69 Providing and laying at or near ground level factory made kerb stone of M‐25 Cum 360.00 360.00 8495.31 3058311.6

grade cement concrete in position to the required line, level and curvature,

jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making

joints with or without grooves (thickness of joints except at sharp curve shall

not to more than 5mm), including making drainage opening wherever

required complete etc. as perdirection of Engineer‐in‐charge (length of

finished kerb edging shall

be measured for payment). (Precast C.C. kerb stone shall be approved by

Engineer‐in‐charge).

A TOTAL CIVIL Works DSR 2016 0.00 600835216.68

NON‐SCHEDULED ITEMS

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

13 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

MR Fabricating and fixing of 12 mm thick toughened glass with concealed fixing sqm 77.50 77.50 5187.20 402008

arrangement in floor and ceiling as/architect's instructions. The rate shall

include sealing all joints with non staining clear silicon sealant/UV treated,

machine cut, machine polished edges, tapers to design. Complete in all

respects with the entire satisfaction of the engineer incharge.

MR Supply & Erection of GRC Screens in approved designs & sizes & thickness, Sqm 177.31 177.31 7344.93 1302329.538

manufactured containing Alkali resistant Glass Fiber of make NEG, Japan or

CEMFIL, including transportation, fabrication and primer painting Spain

inclusive of fixing using Fasteners, Cleats, and S. S Threaded Rods in all

respect as per the instruction of unit incharge.Etc

MR Providing & fixing of loop pile carpet of total weight 800 gms/ sqm of Sqm 3267.70 0

thickness 10mm, primary backing‐ Woven Polypropylene, Secondary Backing‐

Synthetic Jute with installation as per approved shade & design, all

complete as per direction of Engineer‐incharge

MR Providing and fixing 12 mm thick frameless toughened glass door shutter of sqm 51.00 51.00 10773.90 549468.9

approved brand and manufacture, including providing and fixing top &

bottom pivot & spring type fixing arrangement and making necessary holes

etc. for fixing required including all door fittings, all complete as per

direction of Engineer‐incharge

MR Providing & Fixing 1.2 mm thick deck sheet for roof slab as per detailed Sqm 101.40 101.40 1264.91 128262.6329

specifications of technical specifications complete as per architectural

drawings and directions of engineer‐in‐charge.

MR Sqm 2388.57 0

Providing & Placing in position 4.00mm thick pre‐fabricated sports surface

with 0.5mm top layer with CLP system, Closed sell PVC foam, weight 2.3kg

psmtr., 2*20mtr. Roll length, EN 651 vinyl floor covering for indoor sports

purposes meets the requirement of EN 14904 on a sub‐construction, impact

sound insulation 17, Thermal resistance‐0.03, Reation to fire‐meets European

norm‐13501‐1: Cf1‐s1, Formaldehyde emission‐no formaldehyde,

pentachlorphenol‐no pentachlorphenol, ball rebound‐>90, Specular gloss‐

<30, Dimensional stability‐+‐0.2, indentation resistance‐0.35, Color fastness‐

6, Chemical resistance‐no change, Abrasion resistance‐T group, Antimicrobial

treatment‐Treated, Environmental attributes‐solvent and heavy metal free‐

no periodic renewal needed. Product carries warranty for 05 years against

the manufacturing defects. The work shall be carried out as per

specifications, drawings and as per directions of the engineer‐in‐charge.

MR Providing & Placing in position 6.7 MM thick Pre‐fabricated sports surface, Sqm 685.00 685.00 4346.03 2977030.55

total thickness 6.7 mm EN‐428 with 1.3mm top layer., weight psqmtr.EN‐430‐

3.8kg, closed sell double foam, Tech surface protection, EN14904 (Category

P1), EN ISO717‐2 impact sound insulation‐22DB, Thermal resistance m2k/w

0.08, reaction to fire ‐meets European norms EN 13501‐cf1‐s2, formaldehyde

emission‐no formaldehyde, Pentachlorophenal‐no pentachlorophenal,

Friction EN 13036‐4‐80‐110, shock absorptionEN‐14808‐33%, vertical

dorfmation EN‐14809‐MM‐0.8, Ball rebound EN‐12235‐99%, specular gloss

EN‐2813‐<30, Dimensional stability EN‐434‐+‐0.2%, indentation resistance EN‐

1516‐0.19MM, resistance to rolling load EN‐1569 (N)‐1500, colour fastness

ISO 105 B02‐6, chemical resistance EN‐423‐no change, abrasion resistance EN

ISO5470‐1‐mg/1000cycles <250‐T group, Antimicrobial treatment‐treated,

Environmental attributes‐solvent and heavy metal free‐no periodic renewal

needed. Roll form‐2*15mtr. Certified by FIBA, BWF (Elite Class) & IHF.

Product carries warranty for 10 years against the manufacturing defects.The

work shall be carried out as per specifications, drawings and as per

directions of the engineer‐in‐charge.

MR Providing & Placing in position 8.00 MM thick Pre‐fabricated sports surface, Sqm 5150.30 0

total thickness 8.0 mm EN‐428 with 1.3mm top layer., weight psqmtr.EN‐430‐

4.2kg, closed sell double foam, Tech surface protection, EN14904 (Category

P1), EN ISO717‐2 impact sound insulation‐21DB, Thermal resistance m2k/w

0.07, reaction to fire‐meets European norms EN 13501‐cf1‐s1, formaldehyde

emission‐no formaldehyde, Pentachlorophenal‐no pentachlorophenal,

Friction EN 13036‐4‐80‐110, shock absorptionEN‐14808‐34%, vertical

dorfmation EN‐14809‐MM‐1.3, Ball rebound EN‐12235‐98%, specular gloss

EN‐2813‐<30, Dimensional stability EN‐434‐+‐0.2%, indentation resistance EN‐

1516‐0.49MM, resistance to rolling load EN‐1569 (N)‐1500, colour fastness

ISO 105 B02‐6, chemical resistance EN‐423‐no change, abrasion resistance EN

ISO5470‐1‐mg/1000cycles <250‐T group, Antimicrobial treatment‐treated,

Environmental attributes‐solvent and heavy metal free‐no periodic renewal

needed. Roll form‐2*15mtr. Certified by FIBA, BWF (Elite Class) & IHF.

Product carries warranty for 10 years against the manufacturing defects. The

work shall be carried out as per specifications, drawings and as per

directions of the engineer‐in‐charge.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

14 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

MR Providing and fixing Astra soft fiber acoustical false ceiling micro‐look edged Sqm 2223.51 0

tiles at all heights of size 595X595X15 mm. The tiles should have Humidity

Resistance (RH) of 90%, thermal insulation ≥ 0.5 (m² k / w) & moisture rate ≤

1% (JC/T670 – 2005), light Reflectance of >85%, and fire retardant as per

Class A in true horizontal level suspended on interlocking T‐Grid of hot

dipped all round galvanized iron section of 0.30 mm thickness (galvanized

@120 gsm) comprising main T runners of 15x32 mm of length 3000 mm,

cross T of size 15x32mm of length 1200 mm and secondary intermediate

cross T of size 15x32 mm of length 600 mm to form grid module of size

600x600 mm suspended from ceiling using galvanized mild steel item

(galvanised@80gsm) 50 mm long 8mm outer diameter M‐6 dash fasteners, 6

mm diameter fully threaded hanger rod up to 1000 mm length and L‐shape

level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along

main ‘T’. The system should rest on periphery walls /partitions with the help

of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick

sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre

to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of

all T‐sections used in false ceiling support system shall be pre‐painted with

polyester baked paint, for all heights. The work shall be carried out as

per specifications, drawings and as per directions of the engineer‐in‐

charge. With 15 mm thick micro‐look soft fiber false ceiling tile (NRC 0.9 to

MR Hall Ceiling Specification :‐ Providing & Fixing 15 mm thk White Glass Fibre Sqm 716.30 716.30 2637.27 1889084.94

Panel Square edge combination of 12.5 mm painted gypsum board & light

weight ceiling tiles having NRC upto 0.95 of size 595x595 mm in true

horizontal level suspended on inter locking metal grid of hot dipped glvanised

steel sections (galvanising @120 grams per sqm including both side)

consisting of main 'T' runner suitably spaced at joints to get required lenght &

of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200

mm center to center, and cross "T" of size 24x38 mm made out of 0.33 mm

(minimum ) sheet, 1200 mm long spaced between main "T" at 600 mm & size

24x38 mm made form a grid of 1200x600 mm and secondry cross "T" of

lenght 600 mm and size 24x28 mm made of 0.33mm thick (minimum) sheet

to be inter locked at middle of the 1200x600mm panel to from grid of size

600x600mm, resting on peripheriy walls/partitions on a perimeter wall

angles precoated steel of size (24x24x3000 mm made of 0.40 mm thick

(minimum) sheet with the help of rawl plugs at 450 c/c with 25 mm long dry

wall screws @230 mm interval and laying 15 mm thick Glass Fibre Square

edges ceiling tiles in the grid including, cutting/ making opening for services

like diffuser ,grills, light fitting,fixtures,smoke detectors etc. wherever

required Main T runners to be suspended from ceiling using G.I slotted cleats

of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash

fastner, 4 mm G.I. adjustable rods with galvinised steel level clips of size

85x30x0.8 mm,spaced at 1200 mm center to center along main "T", bottom

exposed with 24 mm of all T sections shall be pre painted with polyester

backed paint for all heights as per specification drawing and directed by

engineer‐in‐charge.

MR Basket Ball Wall Paneling Specification :‐ Providing & Fixing of wood wool Sqm 3435.29 0

Acoustical Wall Panel of size 600 x 1200 x 20m square edgee. The panels are

manufactured from 100 % pure wood & magnesium having density of

580kg/m3, front side & edge painted. Panel have humidity resistance up to

90 %, thermal insulation ≥ 0.5 (m² k / w) & moisture rate ≤ 1% .The panel is

fully recycled, Fire retardant & having NRC 0.9‐1.

Installation:‐ Wood wool panel shall be fixed with H –Spline at 600 mm

centre to center on GI Stud frame work. The H spline to be screwed on GI

frame work at 200 mm center to center ensurring line & level of panel are

maintaineed. As per the specification and direction of the incharge.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

15 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

MR Wrestling Area, Boxing Area, TT , Judo, Fencing, Karate Sqm 2800.51 0

Providing & Fixing of wood wool acoustical ceiling tile of size 600 x 600 x

20m square edge. The ceiling pannels are manufactured from 100 % pure

wood & magnesium having density of 580kg/m33, front side & edge painted.

Ceiling Panels have humidity resistance up to 90 %, thermal insulation ≥ 0.5

(m² k / w) & moisture rate ≤ 1% .The ceiling panel is fully recycled, fire

retardant. Wood wool ceiling panels are suspended on interlocking T‐Grid of

hot dipped all round galvanized iron section of 0.30 mm thickness (galvanized

@120 gsm) comprising main T runners of 24x32 mm of lengthh 3000 mm,

cross T of size 24x32mm of length 12200 mm and secondary intermediate

cross T of size 24x32 mm of length 600 mm to form grid module of size

600x600 mm suspended from ceiling using galvanized mild steel item

(gaalvanised@80gsm) 50 mm long 8mm outer diameter M‐6 dash fasteners,

6 mm diameter fuully threaded hanger rod up to 1000 mm length and L‐

shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to

centre along main ‘T’. The system should rest on periphery walls /partitions

with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40

mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450

mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom

portion of all T‐sections used in false ceiling support syystem shall be pre‐

painted with polyester baked paint, for all heights. The work shall be carried

out as per specifications, drawings and as per directions of the engineer‐in‐

charge.

MR Wrestling Area, Boxing Area, TT , Judo, Fencing, Karate Wall Paneling Sqm 5970.40 0

Specification :‐ Providing and Fixing Fabric Cladded Magnesite Bonded Wood

Wool Panel of size 1200x600x25 mm, with having density 400 kg/m3 with .

Which will comprise to NRC Upto 0.95 . Panel is to be installed on Knurling

GI 48 mm (48X34X36X0.5X3050/3660) framework and meet the stringent

fire test required having Class ‘P’ rating for Ignitability test as per BS 476 part

5 and Class ‘1’ rating as per BS 476 part 7 for Surface Spread of Flame test.

Class ‘P’ and Class ‘1’ are the highest rating. BS 476 part 6 Fire Propagation

index and for Flaming ISO 1182 and Smoke density as per ASTM E 662

besides base panel conform to EN 13168 2000 with complete Strut frame

work as per Installation details given.

Installation:‐ The Fabric Cladded Magnesite Bonded Wood Wool Panel is to

be fixed on stud of Knurling G I section of prime quality cold rolled steel as

per IS 513 hot dipped galvanized 120 gsm as per BS 2989 and zinc coating as

per IS 277 of Knurling GI‐48 mm (48X34X36X0.5X3050/3660) wall channel

and Knurling GI 50 mm (50X32X32X0.5X3660) floor and ceiling channel are

to be fixed with nylon plastic sleeves and wooden screws to from the proper

framework . The extra channel must be used at openings and junctions as

required. The cavity of framework should be inserted with Polyester Wadding

backing/ infill 50 mm with density of 1000 gsm having flammibality ‐ IS

15061‐2002 Annexure clause A 3.2 for better insulation. The stud will come

at every 600 centre to centre & & PVC H‐ Channel to be fixed perpendicular

to the GI‐48 mm channels with steel screws for fixing Fabric Cladded

Magnesite Bonded Wood Wool Panel . The panel in line & level. As per the

specification and direction of the incharge.

MR Providing and laying in position GAME LINE MARKING , complete as per each 9877.93 0

specifications and directions of Engineer‐in‐Charge. court

MR Providing and fixing in position MOVABLE NET & POLE , complete as per each 285133.93 0

specifications and directions of Engineer‐in‐Charge. court

MR Providing & Installation of Microcell Panel of 22 mm thick (minimum). sqm 1047.35 0

Panel Width shall be 500‐1100mm to ensure best performance for wind

uplift, vibration, oil canning and visual appearance. The panels shall be

uniform in color complete as per specifications and directions of Engineer‐in‐

Charge.

MR Providing & fixing 3M scotch print digitally printed on 3 m 3650 ‐ 114 Sqm 33.75 33.75 1609.82 54331.425

transparent/lucent vinyl as per design and drawing 3 M applicator. 2mil (0.05

mm) thickness and 3 years 3M MCS warranty

MR Providing and fixing Steel Modular Kitchen ‐ With Steel Shutters having plan Each 2.00 2.00 584449.67 1168899.34

dimension of 2.885m x 2.15m having Top Plain Shelf Unit 600 mm with Glass

Shutter,Top Plain Shelf Unit 300 mm, Top Plain Shelf Unit 450 mm, GTPT

Unit 600 mm with Plain Shutter, Top Plain Shelf Unit 800 mm, Plain Shelf Unit

500 mm, Hinged Unit below Sink 1000 mm, Gas Cylinder Unit 600 mm, Dish

Unit 600 mm, Corner Plain Shelf Unit 1000 mm, SKIRTING (REHAU) SYSTEM‐

100mm BRUSHED ALUMINIUM, BRUSHED ALUM. SKIRTING 100mm

HARDWARE PACKET FOR KITCHEN CABINETS, Legs 100 mm, Handle Bow 128

mm pitch, Hardware packet for Kitchen , stainless steel basket,cooking hood,

five burner hobes & cooktop accessories such as hinges, Sliding channel,

Locking bolts, screws, basket etc complete in all respect as per drawings and

direction of the Engineer‐in‐charge.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

16 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

MR Providing and fixing Steel Modular Kitchen ‐ With Steel Shutters having plan Each 2.00 2.00 464642.21 929284.42

dimension of 2.54m x 3.135m having Top Plain Shelf Unit 600 mm with Glass

Shutter,Top Plain Shelf Unit 300 mm, Top Plain Shelf Unit 450 mm, GTPT

Unit 600 mm with Plain Shutter, Top Plain Shelf Unit 800 mm, Plain Shelf Unit

500 mm, Hinged Unit below Sink 1000 mm, Gas Cylinder Unit 600 mm, Dish

Unit 600 mm, Corner Plain Shelf Unit 1000 mm, SKIRTING (REHAU) SYSTEM‐

100mm BRUSHED ALUMINIUM, BRUSHED ALUM. SKIRTING 100mm

HARDWARE PACKET FOR KITCHEN CABINETS, Legs 100 mm, Handle Bow 128

mm pitch, Hardware packet for Kitchen , stainless steel basket,cooking hood,

five burner hobes & cooktop accessories such as hinges, Sliding channel,

Locking bolts, screws, basket etc complete in all respect as per drawings and

direction of the Engineer‐in‐charge.

MR Providing and fixing Steel Modular Kitchen ‐ With Steel Shutters having plan Each 1.00 1.00 613455.22 613455.22

dimension of 2.4m x 3.615m having Top Plain Shelf Unit 600 mm with Glass

Shutter,Top Plain Shelf Unit 300 mm, Top Plain Shelf Unit 450 mm, GTPT

Unit 600 mm with Plain Shutter, Top Plain Shelf Unit 800 mm, Plain Shelf Unit

500 mm, Hinged Unit below Sink 1000 mm, Gas Cylinder Unit 600 mm, Dish

Unit 600 mm, Corner Plain Shelf Unit 1000 mm, SKIRTING (REHAU) SYSTEM‐

100mm BRUSHED ALUMINIUM, BRUSHED ALUM. SKIRTING 100mm

HARDWARE PACKET FOR KITCHEN CABINETS, Legs 100 mm, Handle Bow 128

mm pitch, Hardware packet for Kitchen , stainless steel basket,cooking hood,

five burner hobes & cooktop accessories such as hinges, Sliding channel,

Locking bolts, screws, basket etc complete in all respect as per drawings and

direction of the Engineer‐in‐charge.

B Total CIVIL Works Non Scheduled 0.00 10014154.97

PLUMBING WORK

1 SANITARY FIXTURE

1.1 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with

100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing

cistern, including flush pipe, with manually controlled device (handle lever)

conforming to IS : 7231, with all fittings and fixtures complete, including

cutting and making good the walls and floors wherever required:

a) 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with Each 24.00 22.00 5921.88 130281.36

integral type foot rests

1.2 17.2 Providing and fixing white vitreous china pedestal type water closet

(European type W.C. pan) with seat and lid, 10 litre low level white P.V.C.

flushing cistern, including flush pipe, with manually controlled device (handle

lever), conforming to IS : 7231, with all fittings and fixtures complete,

including cutting and making good the walls and floors wherever required :

a) 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 175.00 175.00 5793.93 1013937.75

1.3 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped

front urinal basin of 430x260x350 mm and 340x410x265 mm sizes

respectively with automatic flushing cistern with standard flush pipe and C.P.

brass spreaders with brass unions and G.I clamps complete, including

painting of fittings and brackets, cutting and making good the walls and floors

wherever required :

a) 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing Each 54.00 54.00 5921.80 319777.2

cistern

1.2 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar

taps, 32 mm C.P. brass waste of standard pattern, including painting of

fittings and brackets, cutting and making good the walls wherever require :

a) 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. Each 1.00 1.00 3424.46 3424.46

brass pillar tap

1.4 17.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single

hole basin mixer of approved quality and make, including painting of fittings

and brackets, cutting and making good the walls wherever required:‐

(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Each 125.00 125.00 5057.55 632193.75

Brass single hole basin mixer

1.5 17.1 Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS:

13983 with C.I. brackets and stainless steel plug 40 mm, including painting of

fittings and brackets, cutting and making good the walls wherever required :

a) 17.10.1 Kitchen sink with drain board

ai) 17.10.1. Each 31.00 31.00 6983.83 216498.73

510x1040 mm bowl depth 250 mm

1.6 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre Each 175.00 175.00 431.83 75570.25

long with S.S. triangular plate to Eureopean type W.C. of quality and make as

approved by Engineer ‐ in ‐ charge.

1.7 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.

waste fittings complete.

a) 17.28.1 Semi rigid pipe

a i) 17.28.1. Each 370.00 370.00 128.12 47404.4

32 mm dia

1.8 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of Each 192.00 192.00 1386.24 266158.08

approved quality) complete with 6 mm thick hard board ground fixed to

wooden cleats with C.P. brass screws and washers complete.

a) 17.34 Providing and fixing toilet paper holder :

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

17 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

a i) 17.34.1 C.P. brass Each 174.00 174.00 653.08 113635.92

1.9 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high Each 192.00 192.00 233.62 44855.04

and 112 mm distance from wall of standard shape with bracket of the same

materials with snap fittings of approved quality and colour, weighing not less

than 105 gms.

1.1 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden

cleats with CP brass screws with concealed fittings arrangement of approved

quality and colour.

a) 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and Each 176.00 176.00 716.38 126082.88

effective height of 88 mm, weighing not less than 190 gms.

1.11 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm Each 192.00 192.00 797.14 153050.88

height of approved quality and colour, weighing not less than 300 gms.

2 SOIL WASTE VENT PIPES AND FITTINGS

2.1 17.35 Providing and fixing soil, waste and vent pipes :

a) 17.35.1 100mm dia

ai) 17.35.1. Mtr 325.00 325.00 1561.99 507646.75

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

ai) 17.35.1. Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside Mtr 2455.00 2455.00 1568.60 3850913

b) 17.35.2 75mm dia

bi) 17.35.2. Mtr 315.00 315.00 1346.58 424172.7

Centrifugally cast (spun) iron socketed pipe as per IS: 3989

bi) 17.35.2. Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside Mtr 235.00 235.00 1287.69 302607.15

2.3 17.38 Providing and fixing bend of required degree with access door, insertion

rubber washer 3 mm thick, bolts and nuts complete.

ai) 17.38.1. Each 51.00 51.00 652.32 33268.32

Sand cast iron S&S as per IS ‐ 3989

bi) 17.38.2. Each 20.00 20.00 538.68 10773.6

Sand Cast iron S&S as per IS‐3989

2.4 17.39 Providing and fixing plain bend of required degree

ai) 17.39.1. Each 79.00 79.00 567.66 44845.14

Sand Cast iron S&S as per IS‐3989

bi) 17.39.2. Each 5.00 5.00 420.64 2103.2

Sand Cast iron S&S as per IS‐3989

2.4 17.4 Providing and fixing heal rest sanitary bend

ai) 17.40.1. Each 4.00 4.00 630.03 2520.12

Sand Cast iron S&S as per IS‐3989

2.6 17.43 Providing and fixing single equal plain junction of required degree with access

door, insertion rubber washer 3 mm thick, bolts and nuts complete.

ai) 17.43.1. Each 8.00 8.00 1055.84 8446.72

Sand cast iron S&S as per IS ‐ 3989

ai) 17.43.2. Each 10.00 10.00 800.53 8005.3

Sand cast iron S&S as per IS ‐ 3989

2.7 17.56 Providing and fixing terminal guard :

ai) 17.56.1. Each 12.00 12.00 565.72 6788.64

Sand Cast iron S&S as per IS‐3989

2.9 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron

pipes and fittings of diameter :

a) 17.58.1 a) 100mm Each 367.08 367.08 525.30 192825.0228

b) 17.58.2 b) 75mm Each 101.15 101.15 446.74 45187.751

2.9 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron

pipes & fittings of dia

a) 17.58.1 a) 100mm Each 87.33 87.33 413.10 36076.023

b) 17.58.2 b) 75mm Each 63.83 63.83 347.94 22209.0102

2.1 17.59 Providing and fixing MS stays and clamps for sand cast iron/ centrifugally cast

(spun) iron pipes of diameter.

a) 17.59.1 100mm Each 4.00 4.00 116.26 465.04

b) 17.59.2 75mm Each 5.00 5.00 96.86 484.3

2.11 17.6 Providing and fixing trap of self cleaning design with screwed down or hinged

grating with or without vent arm complete, including cost of cutting and

making good the walls and floors.

a) 17.60.2 a) 100mm inlet and 75mm outlet

ai) 17.60.2. Each 10.00 10.00 1753.16 17531.6

Sand Cast iron S&S as per IS‐3989

2.14 17.7 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

18 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

a) 17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective Each 8.00 8.00 838.74 6709.92

length of tail pipe 260 mm from the centre of the waste coupling, 77 mm

breadth with 25 mm minimum water seal, weighing not less than 260 gms

3.7 18. 19 Providing and fixing gun metal non‐return valve of approved quality (screwed

a) 18.19.4 50 mm nominal bore

ai) 18.19.4. each 4.00 4.00 1673.93 6695.72

Horizontal

3.5 18. 31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,

rubber insertions etc. (the tail pieces if required will be paid separately) :

a) 18.31.1 100 mm diameter

ai) 18.31.1. each 6.00 6.00 5607.33 33643.98

Class I

b) 18.31.3 150 mm diameter

bi) 18.31.3. each 4.00 4.00 8208.81 32835.24

Class I

3.1 18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement

mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box

100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab

1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1

cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and

inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm

thick, finished with a floating coat of neat cement complete as per standard

design :

a) 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 4.00 4.00 2025.85 8103.4

3.17 18.52 Providing and fixing CP brass stop cock (concealed) of standard design and

approved make confirming to IS: 8931.

a) 18.52.1 15mm nominal bore Each 33.00 33.00 925.26 30533.58

4.4 19.6 Providing and laying non‐pressure NP2 class (light duty) R.C.C. pipes with

collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1

cement : 2 fine sand) including testing of joints etc. complete :

a) 19.6.1 150 mm dia. R.C.C. pipe Mtr 50.00 50.00 551.73 27586.5

2.11 17.6 Providing and fixing trap of self cleansing design with screwed down or

hinged grating with or without vent arm complete, including cost of cutting

and making good the walls and floors :

a) 17.60.2 a) 100 mm inlet and 75 mm outlet

ai) 17.60.2. Each 47.00 47.00 1818.15 85453.05

Sand Cast iron S&S as per IS‐3989

2.2 17.37 Providing and fixing M.S. holder‐bat clamps of approved design to Sand Cast

iron/cast iron (spun) pipe embedded in and including cement concrete blocks

10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), including cost of cutting holes and making

good the walls etc. :

a) 17.37.1 For 100mm dia pipe Each 263.00 263.00 283.62 74592.06

b) 17.37.2 For 75mm dia pipe Each 54.00 54.00 279.72 15104.88

2.3 17.38 Providing and fixing bend of required degree with access door, insertion

rubber washer 3 mm thick, bolts and nuts complete.

ai) 17.38.1. Hubless centrifugally cast (spun) iron epoxy Each 205.00 205.00 829.51 170049.55

3 coated inside & outside as per IS:15905

bi) 17.38.2. Hubless centrifugally cast (spun) iron epoxy Each 27.00 27.00 662.74 17893.98

3 coated inside & outside as per IS:15905

2.4 17.39 Providing and fixing plain bend of required degree

ai) 17.39.1. Hubless centrifugally cast (spun) iron Each 351.00 351.00 520.47 182684.97

3 pipes epoxy coated inside & outside IS:15905

bi) 17.39.2. Hubless centrifugally cast (spun) iron Each 15.00 15.00 359.63 5394.45

3 pipes epoxy coated inside & outside

2.5 17.4 Providing and fixing heel rest sanitary bend

ai) 17.40.1. Each 82.00 82.00 628.68 51551.76

Sand Cast iron S&S as per IS‐3989

bi) 17.40.2. Each 26.00 26.00 528.85 13750.1

Sand Cast iron S&S as per IS‐3989

2.6 17.44 Providing and fixing single equal plain junction of required degree :

ai) 17.44.1. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per Each 134.00 134.00 853.15 114322.1

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

19 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

bi) 17.44.2. Hubless centrifugally cast (spun) Iron epoxy coated inside & outside as per Each 16.00 16.00 479.71 7675.36

2.7 17.55 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts &

nuts complete :

ai) 17.55.1. Each 57.00 57.00 868.83 49523.31

Sand cast iron S&S as per IS‐3989

bi) 17.55.2. Each 21.00 21.00 646.98 13586.58

Sand cast iron S&S as per IS‐3989

2.8 17.56 Providing and fixing terminal guard :

ai) 17.56.1. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per Each 74.00 74.00 603.09 44628.66

bi) 17.56.2. Each 27.00 27.00 450.13 12153.51

Sand Cast iron S&S as per IS‐3989

2.9 17.57 Providing and fixing collars

ai) 17.57.1. Each 168.00 164.00 595.20 97612.8

Sand Cast iron S&S as per IS‐3989

bi) 17.57.2. Each 31.00 31.00 371.41 11513.71

Sand Cast iron S&S as per IS‐3989

2.1 17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe

100mm dia

ai) 17.57A.1 Each 2469.16 2469.16 610.97 1508582.685

SS 304 grade coupling with EPDM rubber gasket

75 mm dia

bi) 17.57A.2 Each 375.16 375.16 552.50 207275.9

SS 304 grade coupling with EPDM rubber gasket

2.11 17.59 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally

cast (spun) iron pipes of diameter :

a) 17.59.1 100mm Each 88.00 88.00 105.08 9247.04

b) 17.59.2 75mm Each 22.00 22.00 95.84 2108.48

2.12 17.6 Providing and fixing trap of self cleansing design with screwed down or

hinged grating with or without vent arm complete, including cost of cutting

and making good the walls and floors :

a) 17.60.1 100 mm inlet and 100 mm outlet

ai) 17.60.1. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per Each 252.00 252.00 1148.38 289391.76

2.13 17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/

centrifugally cast (spun) iron pipes and making good the same with cement

concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm

nominal size), including necessary plaster and pointing in cement mortar 1:4

(1 cement : 4 coarse sand) :

a) 17.61.1 100 mm dia metre 172.00 172.00 602.83 103686.76

b) 17.61.2 75 mm dia metre 72.00 72.00 431.57 31073.04

2.14 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes

and fittings with two coats of synthetic enamel paint of any colour such as

chocolate grey, or buff etc. over a coat of primer of approved quality) for

new work :

a) 17.65.1 a) 100mm dia meter pipe Mtr 736.00 736.00 68.89 50703.04

b) 17.65.2 b) 75mm dia meter pipe Mtr 137.00 137.00 52.54 7197.98

2.15 17.7 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

a) 17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective Each 186.00 186.00 498.18 92661.48

length of tail pipe 260 mm from the centre of the waste coupling, 77 mm

breadth with 25 mm minimum water seal, weighing not less than 260 gms

b) 17.70.2 Bottle trap 38 mm single piece moulded with height of 270 mm, effective Each 85.00 85.00 517.84 44016.4

length of tail pipe 260 mm from the centre of the waste coupling, 77 mm

breadth with 25 mm minimum water seal, weighing not less than 263 gms

2.16 18.1 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c

cutting and making good the walls etc.

a) 18.10.4 32 mm dia nominal bore Metre 200.00 200.00 522.58 104516

b) 18.10.5 40 mm dia nominal bore Metre 83.00 83.00 668.00 55444

c) 18.10.6 50 mm dia nominal bore Metre 48.00 48.00 800.61 38429.28

6.2 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including jointing with seal ring conforming

to IS : 5382, leaving 10 mm gap for thermal expansion,

(i) Single socketed pipes.

a) 12.41.2 75 mm diameter metre 5.00 5.00 252.10 1260.5

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

20 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

6.3 12.42 Providing and fixing on wall face unplasticised ‐ PVC moulded fittings/

accessories for unplasticised Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

a) 12.42.3 Single tee with door

ai) 12.42.3. Each 1.00 1.00 205.92 205.92

b) 12.42.5 Bend 87.5°

bi) 12.42.5. Each 1.00 1.00 129.74 129.74

75 mm bend

c) 12.42.6 Shoe (Plain)

ci) 12.42.6. Each 1.00 1.00 112.02 112.02

75 mm Shoe

6.4 12.43 Providing and fixing unplasticised ‐PVC pipe clips of approved design to

unplasticised ‐ PVC rain water pipes by means of 50x50x50 mm hard wood

plugs, screwed with M.S. screws of required length, including cutting brick

work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making

good the wall etc. complete.

a) 12.43.1 75 mm diameter Each 1.00 1.00 309.38 309.38

3 WATER SUPPLY

3.1 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply, including all CPVC plain & brass

threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one step CPVC solvent cement and

testing of joints complete as per direction of Engineer in Charge.

Internal work ‐ Exposed on wall

a) 18.7.1 15 mm nominal outer dia Pipes Mtr 62.00 62.00 242.27 15020.74

b) 18.7.2 20 mm nominal outer dia Pipes Mtr 365.00 343.00 304.97 104604.71

c) 18.7.3 25 mm nominal outer dia Pipes Mtr 291.00 291.00 366.41 106625.31

d) 18.7.4 32 mm nominal outer dia Pipes Mtr 261.00 261.00 489.87 127856.07

e) 18.7.5 40 mm nominal outer dia Pipes Mtr 91.00 91.00 653.34 59453.94

f) 18.7.6 50 mm nominal outer dia Pipes Mtr 175.00 175.00 929.67 162692.25

3.2 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply, including all CPVC plain & brass

threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one step CPVC solvent cement and

the cost of cutting chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

a) 18.8.1 15 mm nominal outer dia Pipes Mtr 1153.00 1153.00 417.25 481089.25

b) 18.8.2 20 mm nominal outer dia Pipes Mtr 297.00 297.00 482.76 143379.72

c) 18.8.3 25 mm nominal outer dia Pipes Mtr 225.00 225.00 565.38 127210.5

d) 18.8.4 32 mm nominal outer dia Pipes Mtr 160.00 160.00 699.77 111963.2

3.3 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching

and refilling etc.

External works:

a) 18.12.4 32 mm dia nominal bore metre 150.00 150.00 419.29 62893.5

b) 18.12.5 40 mm dia nominal bore metre 50.00 50.00 510.21 25510.5

a) 18.12.6 50mm nominal bore Mtrs 325.00 325.00 580.80 188760

d) 18.12.7 65 mm dia nominal bore metre 100.00 100.00 888.49 88849

e) 18.12.8 80 mm dia nominal bore metre 150.00 150.00 1079.66 161949

3.4 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes

by providing and fixing tee, including cutting and threading the pipe etc.

complete :

a) 18.13.2 50‐80 mm nominal bore Each 12.00 12.00 1307.01 15684.12

3.4 18. 19 Providing and fixing gun metal non‐return valve of approved quality (screwed

ai) 18.19.6. each 4.00 4.00 4244.23 16976.92

Horizontal

3.5 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :

a) 18.17.1 25mm nominal bore Each 37.00 37.00 725.70 26850.9

b) 18.17.1A Each 1.00 1.00 672.06 672.06

20mm nominal bore

b) 18.17.2 32mm nominal bore Each 22.00 22.00 848.66 18670.52

b) 18.17.2 32mm nominal bore Each 20.00 20.00 672.06 13441.2

c) 18.17.3 40mm nominal bore Each 17.00 17.00 990.93 16845.81

d) 18.17.4 50mm nominal bore Each 15.00 15.00 1270.91 19063.65

e) 18.17.5 65 mm nominal bore Each 16.00 16.00 2180.84 34893.44

f) 18.17.6 80 mm nominal bore Each 8.00 8.00 3253.12 26024.96

a) 18.17.5 65 mm nominal bore each 2.00 2.00 2182.45 4364.9

b) 18.17.6 80 mm nominal bore each 2.00 2.00 3254.98 6509.96

3.6 18.18 Providing and fixing ball valve (brass) of approved quality, High or low

pressure, with plastic floats complete :

a) 18.18.1 15 mm nominal bore Each 14.00 14.00 486.82 6815.48

b) 18.18.2 20 mm nominal bore Each 93.00 93.00 554.28 51548.04

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

21 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

3.7 18.2 Providing and fixing brass ferrule with C.I. mouth cover including boring and

tapping the main :

a) 18.20.2 20 mm nominal bore Each 12.00 12.00 475.64 5707.68

3.8 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :

a) 18.21.1 30cm length

ai) 18.21.1. Each 652.00 652.00 100.67 65636.84

15mm nominal bore

3.9 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

a) 18.22.1 100 mm diameter Each 136.00 136.00 121.43 16514.48

3.6 18. 33 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box

100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside)

with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal size ) , i/c necessary excavation,

foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3

(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat

cement complete as per standard design :

a) 18.33.1 With common burnt clay F.P.S.(non modular) bricks of each 4.00 4.00 11447.02 45788.08

class designation 7.5

3.7 18. 34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in

cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.

surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm

deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size ) and inside plastering with cement

mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating

coat of neat cement complete as per standard design :

a) 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 4.00 4.00 19782.01 79128.04

3.8 18. 40 Painting G.I. pipes and fittings with two coats of anti‐corrosive bitumastic

paint of approved quality :

a) 18.40.4 32 mm diameter pipe metre 150.00 150.00 18.39 2758.5

b) 18.40.5 40 mm diameter pipe metre 50.00 50.00 20.93 1046.5

a) 18.40.6 50 mm diameter pipe Mtr 155.00 155.00 25.08 3887.4

d) 18.40.7 65 mm diameter pipe metre 100.00 100.00 29.57 2957

e) 18.40.8 80 mm diameter pipe metre 150.00 150.00 34.32 5148

3.9 18. 41 Providing and filling sand of grading zone V or coarser grade all‐round the

G.I./CPVC pipes in external work

a) 18.41.4 32 mm diameter pipe metre 150.00 150.00 120.84 18126

b) 18.41.5 40 mm diameter pipe metre 50.00 50.00 122.45 6122.5

c) 18.41.6 50 mm diameter pipe metre 185.00 185.00 127.02 23498.7

d) 18.41.7 65 mm diameter pipe metre 100.00 100.00 199.14 19914

e) 18.41.8 80 mm diameter pipe metre 150.00 150.00 205.24 30786

3.11 18.48 Providing and placing on terrace (at all floor levels) polyethylene water

storage tank, IS : 12701 marked, with cover and suitable locking arrangement

and making necessary holes for inlet, outlet and overflow pipes but without

fittings and the base support for tank.

a) 18.48A Circular tank Litre 66300.00 61300.00 12.29 753377

3.12 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to

a) 18.49.1 15mm nominal bore Each 181.00 181.00 629.95 114020.95

3.13 17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality &

make as approved by Engineer in charge.

(a) 15 mm nominal dia Each 111.00 111.00 7992.14 887127.54

3.14 18.51 Providing and fixing C.P. brass long body bib cock of approved quality

conforming to IS standards and weighing not less than 690 gms.

a) 18.51.1 15 mm nominal bore Each 252.00 252.00 834.76 210359.52

3.15 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points

of approved quality conforming to IS:8931

a) 18.53.1 15mm nominal bore Each 652.00 652.00 806.20 525642.4

3.1 18. 59 Providing and fixing C.I. double acting air valve of approved quality with bolts,

nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required

will be paid separately):

a) 18.59.3 100 mm dia each 4.00 4.00 13744.71 54978.84

3.16 18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make

complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.

a) 18.62.1 15 mm nominal bore, 105 mm long, weighing not less Each 29.00 29.00 280.15 8124.35

than 138 gms

b) 18.62.2 20 mm nominal bore, 120 mm long, weighing not less than 198 gms Each 28.00 28.00 367.26 10283.28

3.11 18. 68 Providing and laying D.I. specials of class k‐12 suitable for push‐on jointing as

per IS:9523

a) 18.68.1 Upto 600 mm dia quintal 73.20 73.20 26041.74 1906255.368

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

22 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

3.12 18. 70 Providing push‐on‐joints to Centrifugally (Spun) Cast Iron pipes or Ductile Iron

Pipes including testing of joints and including the cost of rubber gasket

a) 18.70.1 100mm dia pipes each 128.58 128.58 104.82 13477.7556

b) 18.70.2 150 mm dia pipes each 600.00 600.00 162.95 97770

3.13 18. 72 Providing and laying S&S Centrifugally Cast (Spun)/Ductile Iron pipes

confirming to IS:8329:

a) 18.72.1 100 mm dia Ductile Iron Class k‐7 pipes Metre 300.00 300.00 1566.06 469818

b) 18.72.2 150 mm dia Ductile Iron Class k‐7 pipes Metre 1400.00 1400.00 2265.41 3171574

3.17 18.76 Cutting holes up to 30x30 cm in walls including making good the

a) 18.76.1 With common burnt clay F.P.S. (non modular) bricks Each 167.00 167.00 371.49 62038.83

3.18 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passingdrain pipe Each 167.00 167.00 354.63 59223.21

etc. and repairing the hole after insertion of drain pipe etc. with cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size), including finishing complete so as to make it leak proof.

3.19 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply, including all CPVC plain & brass

threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one step CPVC solvent cement and

testing of joints complete as per direction of Engineer in Charge.

Disinfecting C.I./D.I. /GI water mains by flushing with water containing

bleaching powder at 0.5 gms per litre of water and cleaning the same with

freash water, operation to be reaeated three times including getting the

sample of water from the disinfected main tested in the municipal laboratory

100 mm diameter C.I./D.I. /GI pipe

150 mm diameter C.I./D.I. /GI pipe

4 D) SEWERAGE & DRAINAGE

4.1 19.1 Providing, laying and jointing glazed stoneware pipes class SP‐1 with stiff

mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand)

including testing of joints etc. complete :

a) 19.1.1 100 mm diameter Mtr 142.00 142.00 366.50 52043

4.2 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10

graded stone aggregate 40 mm nominal size) all‐round S.W. pipes including

bed concrete as per standard design :

a) 19.2.1 100 mm dia SW/RCC NP2 pipe Mtr 142.00 142.00 1055.76 149917.92

b) 19.2.2 150 mm dia SW/ RCC NP2 pipe Mtr 1680.00 1680.00 1291.16 2169148.8

b) 19.2.4 250 mm diameter S.W. pipe Mtr 100.00 100.00 1740.53 174053

1.2 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10

graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes

including bed concrete as per standard design :

a) 19.3.5 300 mm diameter S.W. pipe Mtr 130.00 130.00 1283.96 166914.8

4.1 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick

honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m

long complete as per standard design.

a). 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 34.00 34.00 35050.57 1191719.38

4.3 19.4 Providing and fixing square‐mouth S.W. gully trap class SP‐1 complete with

C.I. grating brick masonry chamber with water tight C.I. cover with frame of

300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and

frame to be not less than 2.70 kg as per standard design:

a) 19.4.1 100x100mm size 'P' type

ai) 19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 73.00 73.00 2715.71 198246.83

1.3 19.6 Providing and laying non‐pressure NP2 class (light duty) R.C.C. pipes with

collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1

cement : 2 fine sand) including testing of joints etc. complete :

a) 19.6.2 150 mm dia. R.C.C. pipe Mtr 1630.00 1630.00 604.53 985383.9

b) 19.6.3 250 mm dia. R.C.C. pipe Mtr 100.00 100.00 816.97 81697

c) 19.6.4 300 mm dia. R.C.C. pipe Mtr 130.00 130.00 878.83 114247.9

d) 19.6.5 450 mm dia. R.C.C. pipe Mtr 150.00 150.00 1221.85 183277.5

e) 19.6.7 600 mm dia. R.C.C. pipe Mtr 100.00 100.00 2367.77 236777

1.6 19.9 Constructing brick masonry circular type manhole 0.91 m internal dia at

bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand),

inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with a floating coat of neat cement, foundation

concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40

mm nominal size), and makingnecessary channel 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, all complete as per standard

design :

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

23 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

a) 19.9.1 0.91 m deep with SFRC cover and frame (heavy duty, HD‐ 20 grade

designation) 560 mm internal diameter conforming to I.S. 12592, total weight

of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

including centering, shuttering all complete. (Excavation, foot rests and

12mm thick cement plaster at the external surface shall be paid for

separately) :

ai) 19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 5.00 5.00 14717.00 73585

7.5.1 19.19 Supplying and fixing in position pre‐cast RCC manhole cover and frame of

required shape and approved quality

Circular shape 500mm internal diameter

4.5 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4

coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size), 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 cement mortar 1:3 (1 cement : 3 coarse

sand) finished with floating coat of neat cement and making channels 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 complete

as per standard design :

a) 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light

duty) 455x610 mm internal dimensions, total weight of cover and frame to

be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

ai) 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 115.00 115.00 14632.86 1682778.9

7.3.1.1 19.7.1.2 With sewer bricks conforming to IS:4885 Each 10.00 10.00 14708.70 147087

4.6 19.8 Extra for depth for manholes :

a) 19.8.1 Size 90X80 cm

ai) 19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 21.50 21.50 9691.74 208372.41

4.7 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 264.00 264.00 555.72 146710.08

encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS:

1786, having minimum cross section as 23 mmx25 mm and over all minimum

length 263 mm and width as 165 mm with minimum 112 mm space between

protruded 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 with stand the bend test and

chemical resistance test as per specifications and having manufacture's

permanent identification mark to be visible even after fixing, including fixing

in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per

design.

4.8 19.21 Making connection of drain or sewer line with existing manhole including

breaking into and making good the walls, floors with cement concrete 1:2:4

mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3

coarse sand), finished with a floating coat of neat cement and making

necessary channels for the drain etc. complete :

a) 19.21.1 For pipes 100 to 250 mm diameter Each 62.00 62.00 662.91 41100.42

4.9 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in

cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre‐

cast R.C.C. horizontal grating with frame complete as per standard design :

a) 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 152.00 152.00 6852.14 1041525.28

6 RAIN WATER PIPING

6.1 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 Each 190.00 190.00 69.32 13170.8

cm diameter and weighing not less than 440 grams.

6.2 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including jointing with seal ring conforming

to IS : 5382, leaving 10 mm gap for thermal expansion,

(i) Single socketed pipes.

a) 12.41.2 110 mm diameter metre 1125.00 1108.75 400.56 444120.9

6.3 12.42 Providing and fixing on wall face unplasticised ‐ PVC moulded fittings/

accessories for unplasticised Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

a) 12.42.3 Single tee with door

ai) 12.42.3. Each 189.00 189.00 307.69 58153.41

b) 12.42.5 Bend 87.5°

bi) 12.42.5. Each 189.00 189.00 191.68 36227.52

110 mm bend

c) 12.42.6 Shoe (Plain)

ci) 12.42.6. Each 189.00 189.00 166.09 31391.01

110 mm Shoe

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

24 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

6.4 12.38 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I.

rain water pipes embedded in and including cement concrete blocks

10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) and cost of cutting holes and making good

the walls etc. :

a) 12.38.1 100 mm diameter Each 364.00 364.00 283.62 103237.68

C Total Plumbing Works DSR 2016 0.00 33001102.62

Non Schedule item(Sanitary Fixture)

1.11 MR Providing and fixing of CP brass towel ring complete as required. Each 21.00 21.00 3324.98 69824.58

1.12 MR Each 147.00 147.00 22947.03 3373213.41

Providing and fixing white vitreous china countertop wash basin with CI/MS

brackets painted white, wall mounted basin mixer, 32 mm CP brass waste of

standard pattern complete with all accessories as required, including painting

of fittings and brackets cutting and making good the walls wherever required.

NON‐SCHEDULED ITEM

2.17 MR Providing and fixing floor drain points formed out of 65 mm dia GI elbow, Each 81.00 81.00 1001.39 81112.59

including with 75mm dia Stainless Steel grating with frame, embedded in

floor, all complete as directed.

2.18 MR Providing and fixing clean out plug consist of GI socket/nipple heavy class

with threaded pludge for opening male threaded cap etc. including lead

caulked to CI pipescomplete in all respects as per drawing/ sample approved

by Engineer ‐in ‐Charge

100 mm dia/150 mm dia Each 29.00 29.00 3603.91 104513.39

Internal work ‐ Exposed on wall

a) NS 65 mm nominal outer dia Pipes Mtr 155.00 155.00 2076.57 321868.35

b) NS 80 mm nominal outer dia Pipes Mtr 150.00 150.00 2687.95 403192.5

3.2 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having

thermal stability for hot & cold water supply, including all CPVC plain & brass

threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This

includes jointing of pipes & fittings with one step CPVC solvent cement and

the cost of cutting chases and making good the same including testing of

joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

a) NS 40 mm nominal outer dia Pipes Mtr 120.00 120.00 685.16 82219.2

b) NS 50 mm nominal outer dia Pipes Mtr 100.00 100.00 1001.39 100139

3.21 MR Providing & fixing water storage cooler of approved make and brand with SS Each 37.00 37.00 36893.35 1365053.95

body having minimum flow rate of 20 ltrs. Per hour and storage capacity 40

ltrs. Complete in respects.

Non‐scheduled item (External water supply)

3.15 MR Providing and fixing puddle flanged including 60 cm long GI pipe piece

welded/threaded with MS plates 450x450x6 mm thick with both end

screwed/flanged.

a) MR For 80 mm dia pipe Each 1.00 1.00 1014.03 1014.03

b) MR For 100 mm dia pipe Each 1.00 1.00 1319.72 1319.72

c) MR For 150 mm dia pipe Each 2.00 2.00 1951.19 3902.38

Supplying, installing, testing and commissioning vertical on line multi stage

centrifugal pumping set with mechanical seal, C.I. volute and SS impeller &

SS shaft connected to a TEFC induction motor of suitable HP for 415 volts, 3

phase, 50 cycles A.C. supply with 150 mm dia pressure gauge with

SS/gunmetal isolation cock, vibration eliminating pads, base plate wiring upto

panel and equipment for water level controller to start and stop the pump

automatically at predecided levels of the water in the tank with provision of

protection for dry run etc. complete in all respect (The shop drawing or the

pumps along with its characteristics curves, model and technical data etc. are

to be submitted for approval before purchase of pump).

a) Domestic water pumps (Treated water transfer pump to terrace tank)

I) Capacity 90 lpm

Head 60 M Each 2.00 2.00 79057.86 158115.72

II) Capacity 275 lpm

Head 50 M Each 2.00 2.00 210819.84 421639.68

3.17 MR Providing and fixing double seal type D.I. Manhole cover of 560 mm clear Each 5.00 5.00 7905.79 39528.95

internal diameter of over all heavy duty with locking arrangement complete

in all respects.

NON SCHEDULE ITEMS

14 NS Submerible Pumps:

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

25 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

Providing and installing submersible pump suitable for 8" dia casing of bore each 2.00 2.00 105409.58 210819.16

with SS impeller, high tensile SS shaft, copper wound squirrel cage wet type

induction motor 2900rpm, 15kV, 50 Hz, 3 phase AC supply confirming to IS:

8034‐1976 capacity 500 litper minute at 70‐120m head along with a directly

coupled submergible typesquirrel cage electric induction 20HP motor

suitable foroperation on 400 v, 3 phase 50 c.p.s. AC supply, water lubricated

bearinghs and provided with pivoted segment type thrust bearings

towithsatnd non‐vertical lead with minimum wear and tear and duly fitted

with device to take up the expansion of water with heating of motor,

including supply, testing and commissioning of electrical panel from the same

manufacturer, complete with all accessories in all respects. The contractor to

obtain approval for model and make of pumpset & suitable electrical panel

after having yeild report of fully developed tube well and submit actual bore

strata chart, including providing insulated cable end termination alongwith

accessories and supply & making straight through joint heat shrinkable type

of cable size 4x4sqmm copper

1 NS Designing and Constructing of percolation pit cum perforated well 3000mm. Each 8.00 8.00 110844.49 886755.92

dia upto 4000 mm deep, 230 mm thick brick masonry work alround upto 1.5

m deep with 75 class brick in cement mortar 1:4, 200 mm foundation

concrete in 1:4:8 mix below brick work only, 150 mm thick precast

removable RCC top slab with required steel reinforcement in cement

concrete 1:2:4 mix, filled with coarse aggregate, SFRC covers, river pebbles of

requisite size stone as shown in the drawing including centering and

shuttering, as shown complete as per detailed drawings complete.

4 NS Constructing bar screen / settling tank, of sizes 4500x2500 with suitable Each 8.00 8.00 96752.28 774018.24

depth up to 2.0 m in 1: 4 Cement Mortar (one cement : 4 coarse sand)

height as per site requirement, in brick masonry 350mm thick walls upto

water level and 230mm thick walls above water level & upto ground level,

including all excavation, 20 cm thick bed concrete in 1:4:8 (one cement 4 fine

sand 8 stone aggregate 40 mm), cement plaster 1:3 (one cement :3 coarse

sand) with a floating coat of neat cement as inside finish , top slab in RCC

1:2:4, including centring, shuttering and steel work, also providing and fixing

D.I. manhole cover & frame of size 605mm x 450mm of weight not less than

38 kg (frame + cover) and cost of 100mm dia C.I. vent pipe with C.I.

Ventilating Cowl and suitable wire mesh provision for inlet, 115mm baffle

walls extending 2/3 the width spaced@500mm c/c including finishing with

1:3 cement plaster 15mm thick with floating coat of neat cement slurry , all

complete in every respect as per drawing and as directed to suit site

condition.

14 NS Submerible Pumps:

Providing and installing submersible pump suitable for 8" dia casing of bore each 1.00 1.00 105409.58 105409.58

with SS impeller, high tensile SS shaft, copper wound squirrel cage wet type

induction motor 2900rpm, 15kV, 50 Hz, 3 phase AC supply confirming to IS:

8034‐1976 capacity 500 litper minute at 70‐120m head along with a directly

coupled submergible typesquirrel cage electric induction 20HP motor

suitable foroperation on 400 v, 3 phase 50 c.p.s. AC supply, water lubricated

bearinghs and provided with pivoted segment type thrust bearings

towithsatnd non‐vertical lead with minimum wear and tear and duly fitted

with device to take up the expansion of water with heating of motor,

including supply, testing and commissioning of electrical panel from the same

manufacturer, complete with all accessories in all respects. The contractor to

obtain approval for model and make of pumpset & suitable electrical panel

after having yeild report of fully developed tube well and submit actual bore

strata chart, including providing insulated cable end termination alongwith

accessories and supply & making straight through joint heat shrinkable type

of cable size 4x4sqmm copper

D Total Plumbing Works Non Scheduled 0.00 8503660.35

A SCHEDULE ITEMS

INTERNAL ELECTRIFICATION

1.0 WIRING

1.1 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5

sq.mm FRLS PVC insulated copper conductor single core cable in surface /

recessed medium class PVC conduit, with modular switch, modular plate,

suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable etc. as required.

a. 1.10.1 Group A Point 228.00 208.00 928.74 193177.92

a. 1.10.3 Group C Point 3059.00 3059.00 1282.94 3924513.46

1.2 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper Point 60.00 60.00 1371.07 82264.2

conductor single core cable in surface / recessed medium class PVC conduit,

2 way modular switch, modular plate, suitable GI box and earthing the point

with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as

required.

1.3 1.12 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper Metre 20260.00 20189.45 284.72 5748340.204

conductor single core cable in surface/ recessed medium class PVC conduit

alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core

cable for loop earthing as required.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

26 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

1.4 1.13 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper Metre 16837.00 16837.00 476.23 8018284.51

conductor single core cable in surface/ recessed medium class PVC conduit

alongwith 2 Nos 4 sq. mm FRLS PVC insulated copper conductor single core

cable for loop earthing as required.

1.5 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following

sizes of FRLS PVC insulated copper conductor, single core cable in surface/

recessed medium class PVC conduit as required

a) 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 13315.83 13177.98 232.18 3059663.396

b) 1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 2800.00 2800.00 384.71 1077188

c) 1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire Metre 1300.00 1300.00 669.44 870272

d) 1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 2950.00 2950.00 908.40 2679780

1.6 1.18 Supplying and drawing following pair 0.5 sq mm FRLS PVC insulated annealed

copper conductor, unarmored telephone cable in the existing surface/

recessed steel/ PVC conduit as required.

(a) 1.18.2 2 Pair Metre 1060.00 1060.00 32.20 34132

1.7 1.19 Supplying and drawing co‐axial TV cable RG‐6 grade, 0.7 mm solid copper Metre 1250.00 1250.00 49.15 61437.5

conductor PE insulated, shielded with fine tinned copper braid and protected

with PVC sheath in the existing surface/ recessed steel/ PVC conduit as

required.

1.8 1.20 Supplying and fixing of following sizes of steel conduit along with accessories

in surface / recess including painting in case of surface conduit, or cutting the

wall and making good the same in case of recessed conduit as required.

a) 1.20.2 25 mm Metre 2880.00 2880.00 249.13 717494.4

1.9 1.21 Supplying and fixing of following sizes of medium class PVC conduit along

with accessories in surface/recess including cutting the wall and making good

the same in case of recessed conduit as required.

a) 1.21.2 25 mm Metre 4105.00 4105.00 116.94 480038.7

b) 1.21.3 32 mm Metre 1750.00 1750.00 150.83 263952.5

c) 1.21.5 50 mm Metre 230.00 230.00 250.83 57690.9

1.19 1.48 Supplying and fixing extra conduit down rod of 20 cm length G.I. pipe 15 mm Each 431.00 431.00 42.37 18261.47

dia, heavy gauge including painting etc. as required. (Note : More than 5 cm

length shall be rounded to the nearest 10 cm and 5 cm or less shall be

ignored)

1.10 1.24 Supplying and fixing following modular switch/ socket on the existing

modular plate & switch box including connections but excluding modular

plate etc. as required.

a. 1.24.6 Telephone socket outlet Each 53.00 53.00 162.70 8623.1

b. 1.24.7 TV antenna socket outlet Each 50.00 50.00 164.39 8219.5

c. 1.24.8 Bell push Each 11.00 11.00 193.20 2125.2

1.11 1.25 Supplying and fixing two module stepped type electronic fan regulator on the Each 565.00 565.00 488.10 275776.5

existing modular plate switch box including connections but excluding

modular plate etc. as required.

1.12 1.31 Supplying and fixing suitable size GI box with modular plate and cover in Each 1184.00 1184.00 530.46 628064.64

front on surface or in recess, including providing and fixing 3 pin 5/6 A

modular socket outlet and 5/6 A modular switch, connections etc. as

required.

1.13 1.32 Supplying and fixing suitable size GI box with modular plate and cover in Each 739.00 739.00 688.08 508491.12

front on surface or in recess, including providing and fixing 6 pin 5/6 A &

15/16 A modular socket outlet and 15/16 A modular switch, connections etc.

as required.

1.14 1.33 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ Each 3115.00 3115.00 77.96 242845.4

wooden block including connection etc as required.

1.15 1.34 Supplying and fixing brass batten/ angle holder including connection etc. as Each 45.00 45.00 125.41 5643.45

required.

1.16 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, Each 11.00 11.00 103.38 1137.18

complete as required.

1.18 1.44 Installation, testing and commissioning of ceiling fan, including wiring the Each 457.00 457.00 177.95 81323.15

down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC

insulated, copper conductor, single core cable etc. as required.

1.19 1.50 Installation of exhaust fan in the existing opening, including making good the

damage, connection, testing, commissioning etc. as required.

a. 1.50.1 Upto 450 mm sweep Each 6.00 6.00 379.63 2277.78

1.20 1.51 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of Each 6.00 6.00 167.78 1006.68

all sizes.

2 MCCB, MCB & DB's

2.6 2.18 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, Each 130.00 130.00 1660.88 215914.4

with 2 pole and earth, metal enclosed plug top alongwith 20 amps “C” curve,

SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal

cover for the socket out let and complete with connections, testing and

commissioning etc. as required.

2.1 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB

distribution board, 240 V, on surface/ recess, complete with tinned copper

bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without MCB/RCCB/Isolator)

a. 2.3.1 6 way, Double door Each 7.00 7.00 1596.48 11175.36

b. 2.3.2 8 way, Double door Each 5.00 5.00 1798.16 8990.8

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

27 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

c. 2.3.3 12 way, Double door Each 6.00 6.00 1950.69 11704.14

d. 2.3.4 16 way, Double door Each 12.00 12.00 2311.67 27740.04

2.2 2.4 Supplying and fixing following way, horizontal type three pole and neutral,

sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with

tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections,

powder painted including earthing etc. as required. (But without

MCB/RCCB/Isolator)

a. 2.4.1 4 way (4 + 12), Double door Each 12.00 12.00 3725.12 44701.44

b. 2.4.2 6 way (4 + 18), Double door Each 18.00 18.00 4506.41 81115.38

c. 2.4.3 8 way (4 + 24), Double door Each 53.00 53.00 5374.13 284828.89

2.3 2.5 Supplying and fixing of following ways surface/ recess mounting, vertical

type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly

powder painted, inclusive of 200 A, tinned copper bus bar, common neutral

link, earth bar, din bar for mounting MCBs (but without MCBs and incomer)

as required. (Note : Vertical type MCB TPDB is normally used where 3 phase

outlets are required.)

a. 2.5.1 4 way (4 + 12), Double door Each 7.00 7.00 7629.88 53409.16

b. 2.5.2 8 way (4 + 24), Double door Each 14.00 14.00 9599.21 134388.94

c. 2.5.3 12 way (4 + 36), Double door Each 13.00 13.00 12183.74 158388.62

2.4 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve,

miniature circuit breaker suitable for inductive load of following poles in the

existing MCB DB complete with connections, testing and commissioning etc.

as required.

a. 2.10.1 Single pole Each 2084.00 2084.00 293.20 611028.8

2.5 2.14 Supplying and fixing following rating, double pole, (single phase and neutral),

240 volts, residual current circuit breaker (RCCB), having a sensitivity current

upto 300 milliamperes in the existing MCB DB complete with connections,

testing and commissioning etc. as required.

a. 2.14.1 25 amps Each 26.00 26.00 2796.38 72705.88

b. 2.14.2 40 amps Each 1.00 1.00 2913.32 2913.32

c. 2.14.3 63 amps Each 14.00 14.00 3799.69 53195.66

2.6 2.15 Supplying and fixing following rating, four pole, (three phase and neutral),

415 V, residual current circuit breaker (RCCB), having a sensitivity current 30

mA in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

a. 2.15.2 40 amps Each 29.00 29.00 3611.57 104735.53

b. 2.15.3 63 amps Each 56.00 56.00 3901.37 218476.72

3 CABLE TRAY

3.1 4.1 Supplying and installing following size of perforated pre‐painted M.S. cable

trays with perforation not more than 17.5%, in convenient sections, joined

with connectors, suspended from the ceiling with M.S. suspenders including

bolts & nuts, painting suspenders etc as required.

a) 4.1.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 600.00 600.00 666.05 399630

b) 4.1.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 180.00 180.00 891.45 160461

c) 4.1.6 450 mm width X 50 mm depth X 2.0 mm thickness Metre 100.00 100.00 1325.31 132531

d) 4.1.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Metre 200.00 200.00 1708.33 341666

e) 4.1.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Metre 150.00 150.00 2365.91 354886.5

3.2 4.2 Supplying and installing following size of perforated painted with powder

coating M.S. cable trays bends with perforation not more than 17.5%,, joined

with connectors, suspended from the ceiling with M.S. suspenders including

bolts & nuts, painting suspenders etc. as required.

a) 4.2.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 94.00 94.00 1210.07 113746.58

b) 4.2.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 21.00 21.00 1733.75 36408.75

c) 4.2.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 12.00 12.00 2740.45 32885.4

d) 4.2.11 600 mm width X 62.5 mm depth X 2.0 mm thickness Metre 54.00 54.00 3608.18 194841.72

e) 4.2.13 900 mm width X 62.5 mm depth X 2.0 mm thickness Metre 56.00 56.00 5058.90 283298.4

3.3 Item kg 220.00 220.00 64.06 14093.2

code‐ 35 mm x 35 mm x 4 mm angle iron

3.4 Item kg 200.00 200.00 64.06 12812

code‐ 50 mm x 50 mm x 6 mm angle iron

3.5 Item kg 200.00 200.00 64.06 12812

code‐ 65 mm X 65 mm X 6 mm angle iron

4 EARTHING

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories,

and providing masonry enclosure with cover plate having locking

arrangement and watering pipe etc. with charcoal/ coke and salt as required.

4.1 5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including Each 74.00 73.00 7333.29 535330.17

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke

and salt as required.

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

28 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

4.2 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as Metre 1240.00 1236.40 144.06 178115.784

strip earth electrode, including connection/ terminating with G.I. nut, bolt,

spring, washer etc. as required. (Jointing shall be done by overlapping and

with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)

4.3 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for Metre 1560.00 1544.10 218.63 337586.583

connections etc. as required.

5 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of

1.1 KV grade of following size direct in ground including excavation, sand

cushioning, protective covering and refilling the trench etc as required.

a) 7.1.1 Upto 35 sq. mm Metre 12621.00 12621.00 349.12 4406243.52

b) 7.1.2 Above 35 sq. mm and upto 95 sq. mm Metre 600.00 600.00 362.68 217608

c) 7.1.3 Above 95 sq. mm and upto 185 sq. mm Metre 2890.00 2890.00 377.93 1092217.7

d) 7.1.4 Above 185 sq. mm and upto 400 sq. mm Metre 5950.00 5950.00 420.30 2500785

6 7.5 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of

1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as

required.

a) 7.5.1 Upto 35 sq. mm Metre 2697.00 2697.00 30.51 82285.47

b) 7.5.2 Above 35 sq. mm and upto 95 sq. mm Metre 356.00 356.00 47.45 16892.2

c) 7.5.3 Above 95 sq. mm and upto 185 sq. mm Metre 860.00 860.00 62.71 53930.6

d) 7.5.4 Above 185 sq. mm and upto 400 sq. mm Metre 1700.00 1700.00 110.16 187272

7 7.7 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE

power cable of 1.1 KV grade of following size on wall surface as required.

a) 7.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 3042.00 3042.00 42.37 128889.54

b) 7.7.2 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) Metre 418.00 418.00 122.02 51004.36

c) 7.7.3 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat Metre 550.00 550.00 142.36 78298

clamp)

d) 7.7.4 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat Metre 850.00 850.00 203.37 172864.5

clamp)

8 9.1 Supplying and making end termination with brass compression gland and

aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as required.

a) 9.1.1 2 X 4 sq. mm (19mm) Each 304.00 304.00 266.08 80888.32

a) 9.1.21 3½ X 35 sq. mm (32mm) Each 32.00 32.00 477.93 15293.76

b) 9.1.22 3½ X 50 sq. mm (35mm) Each 18.00 18.00 599.95 10799.1

c) 9.1.23 3½ X 70 sq. mm (38mm) Each 8.00 8.00 667.74 5341.92

d) 9.1.24 3½ X 95 sq. mm (45mm) Each 8.00 8.00 816.88 6535.04

e) 9.1.25 3½ X 120 sq. mm (45mm) Each 32.00 32.00 847.39 27116.48

f) 9.1.26 3½ X 150 sq. mm (50mm) Each 98.00 98.00 1003.31 98324.38

g) 9.1.27 3½ X 185 sq. mm (57mm) Each 16.00 16.00 1362.60 21801.6

h) 9.1.29 3½ X 240 sq. mm (62mm) Each 16.00 16.00 1676.13 26818.08

i) 9.1.30 3½ X 300 sq. mm (70mm) Each 16.00 16.00 1874.42 29990.72

j) 9.1.32 4 X 10 sq. mm (25mm) Each 8.00 8.00 344.04 2752.32

k) 9.1.33 4 X 16 sq. mm (28mm) Each 10.00 10.00 432.17 4321.7

l) 9.1.34 4 X 25 sq. mm (28mm) Each 60.00 60.00 437.25 26235

m) 9.1.7 3 X 10 sq. mm (22mm) Each 56.00 56.00 289.81 16229.36

f) 9.1.8 3 X 16 sq. mm (25mm) Each 8.00 8.00 342.34 2738.72

8 14.16 Supplying and laying of following size DWC HDPE pipe ISI marked along with

all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II

complete with fitting and cutting, jointing etc..direct in ground (75 cm below

ground level) including excavation and refilling the trench but excluding sand

cushioning and protective covering etc., complete as required.

14.16.1 63 mm dia (OD‐63 mm & ID‐51 mm nominal) Mtr 20.00 20.00 228.79 4575.8

14.16.3 120 mm dia (OD‐120 mm & ID‐103 mm nominal) Mtr 20.00 20.00 388.10 7762

9 DUCTING

5.1 16.12.2 Supply, installation, balancing and commissioning of fabricated at site GSS

sheet metal rectangular/round ducting complete with neoprene rubber

gaskets, elbows, splitter dampers, vanes, hangers, supports etc. as per

approved drawings and specifications of following sheet thickness complete

as required. (Make: SAIL/Jindal/Tata/Bhushan)

Thickness 0.63 mm sheet

Thickness 0.80 mm sheet

E Electrical Works DSR 2016 Item 0.00 46361246.51

B NON‐SCHEDULE ITEMS

1 LIGHTS FIXTURE

1.1 MR Supplying of RECESSSED 36W LED, 5700K luminaries. (Make: Trilux Cat No.: Each 4.00 4.00 5742.71 22970.84

Enterio IND M46, 10161572 Enterio IND M46 OA LED 3600 860 ET 36 W,

Electronic Switchable, 5700 K or similar specifications of other approved

makes.)

1.2 MR Supplying of suspended 200W LED, 5700K luminaries. (Make: Trilux Cat No.: Each 100.00 100.00 44301.54 4430154

Silolux LED, 10159952 LBL 23000 ET 90D‐CW 200 W Bay Light, 90 Degree,

23000 Lm, 5700K, Electronic Driver or similar specifications of other

approved makes.)

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

29 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

1.3 MR Supplying of suspended 100W LED, 5700K luminaries. (Make: Trilux Cat No.: Each 92.00 92.00 32269.02 2968749.84

Silolux LED, 10159944 LBL 11500 ET 90D‐CW 100 W Bay Light, 90 Degree,

11500 Lm, 5700K, Electronic Driver or similar specifications of other

approved makes.)

1.4 MR Supplying & fixing of Surface mounted 1 x 20W LED, 6000K luminaries Each 425.00 399.00 776.87 309971.13

including LED tube. (Make: Havells Cat No.: 20W MAXOLED BATT EN ‐ for T8

LED Retro Lamp (G13) with Maxoled (tube) or similar specifications of other

approved makes.)

1.5 MR Supplying & fixing of Surface mounted LED BATTEN SUITABLE FOR G13, T8 Each 38.00 38.00 859.08 32645.04

Lamps, 2 X 22W LED tube with 2 Nos. 18W LED Tubes.(Make: Havells Cat

No.:Regal Batten for LED Tube LHFYBWP2TB1W020‐ for T8 LED Retro Lamp

(G13) with Crystal Glass LED Tubelight (Double Side Connection)

LHLDDAXEUL8Z018 or similar specifications of other approved makes.)

1.6 MR Supplying & fixing of 6W LED, 4000K Downlighter. (Make: Havells Cat Each 251.00 251.00 689.38 173034.38

No.:EdgePro Round, LHEWEKP6PL1W006 or similar specifications of other

approved makes.)

1.7 MR Supplying & fixing of 12W LED, 4000K Downlighter. (Make: Havells Cat No.: Each 571.00 571.00 1646.49 940145.79

Endura HO, LHEAAGP6PL4W012 or similar specifications of other approved

makes.)

1.8 MR Supplying & fixing of 28W, 2x2, 4000K LED luminaries. (Make: Trilux Cat No.: Each 264.00 264.00 6836.86 1804931.04

Troffer X Panel 28W‐NW ET01 28 W, Electronic Switchable, 3500Lm, 4000K

or similar specifications of other approved makes.)

1.10 MR Supplying of LED (2x2) Recess mounted 36W luminaries, CRI >80, PF>0.90, Each 80.00 80.00 5195.64 415651.2

5500‐6500K, 3240‐3960 LUMENS. (Make: Trilux Cat no.: Enterio IND M73,

10139667 Enterio IND M73 OA LED 3600 860 ET 36 W, Electronic Switchable,

5700 K or similar specifications of other approved makes.)

1.11 MR Supplying of surface mounted 1 x 09W LED Batten luminaries. (Make: Havells Each 68.00 68.00 557.61 37917.48

Cat No.: 09W 840 LHEXBQP6IN1W009 or similar specifications of other

approved makes.)

1.12 MR Supplying & fixing of WALL mounted bracket luminaries suitable for B‐22 LED Each 74.00 74.00 907.57 67160.18

Lamp with 6W LED lamp. (Make: Havells Cat No.: LHFOECE1TZ1B014 or

similar specifications of other approved makes.)

1.13 MR Supplying of 1W, Wall mounted bracket spots luminaries. (Make: Decon Cat Each 177.00 177.00 2010.16 355798.32

No.: L17AAW‐1 or similar specifications of other approved makes.)

1.14 MR Supplying & Fixing of 3 W BURRIED luminaries. (Make: Decon Cat No.: Each 80.00 80.00 3828.48 306278.4

L20ACE‐3 or similar specifications of other approved makes.)

1.15 MR Supplying & Fixing of 6 W BURRIED luminaries. (Make: Decon Cat No.: Each 24.00 24.00 4785.59 114854.16

L20ABT‐6 or similar specifications of other approved makes.)

1.16 MR Supplying & Fixing of 8W, 3000K Recessed IP 65 Decorative LED luminaries. Each 61.00 61.00 4714.97 287613.17

(Make: Havells Cat No.: Radiant ‐IP 65, 8W, 3000K, LHESABPBUN6E008 or

similar specifications of other approved makes.)

1.17 MR Supplying & Fixing of 10W, 6000K Surface Mounted IP 65 decorative LED Each 4.00 4.00 1722.40 6889.6

luminaries. (Make: Havells Cat No.: Endura Rubgy Neo‐Radiant ‐IP 65, 10W,

6000K, LHEOAOP7UZ6W010 or similar specifications of other approved

makes.)

1.18 MR Supplying & fixing of 28W Linear Channel 4000K LED luminaries. (Make: Each 17.00 17.00 6015.72 102267.24

Trilux Cat No.: Linear Channel C OTA LED 10165192 LCL C 1200 OTA 52 LED

2600‐840 ET 01 or similar specifications of other approved makes.)

1.19 MR Supplying & fixing of 5 star Ceiling fan 1200 mm sweep with down rod Each 393.00 380.00 2271.57 863196.6

including painting as required complete. (Make: Havells model no.‐ ES‐50

PREMIUM IVORY or Similar specifications fom other approved makes)

1.20 MR Supplying & fixing of Ceiling fan 1400 mm sweep with down rod including Each 129.00 129.00 2443.39 315197.31

painting as required complete. (Make: Havells model no.‐ ES‐50 or Similar

specifications fom other approved makes)

1.4 MR‐4 Supplying & fixing of Ceiling fan 1200 mm sweep with down rod including Each 43.00 43.00 2434.97 104703.71

painting as required complete. (Make: Havells model no.‐ VOGUE PEARL

BROWN or Similar specifications fom other approved makes)

1.5 MR‐5 Supplying & fixing of approved make Exhaust Fan of the following sizes and

its all accessories suitable for operation on 230V single phase, 50 Hz, AC

supply complete as required.

a. 300 mm X 900 RPM Single phase Each 19.00 19.00 3066.36 58260.84

1.5 MR‐5 Supplying & fixing of approved make Exhaust Fan of the following sizes and

its all accessories suitable for operation on 230V single phase, 50 Hz, AC

supply complete as required.

a. 300 mm X 900 RPM Single phase Each 12.00 12.00 3638.73 43664.76

1.21 MR Supplying & fixing of approved make Exhaust Fan of the following sizes and

its all accessories suitable for operation on 230V single phase, 50 Hz, AC

supply complete as required.

a. 300 mm X 900 RPM Single phase (Make: Havells model no.‐Turbo Force SP or Each 31.00 30.00 3066.36 91990.8

Similar specifications fom other approved makes)

b. 380 mm X 900 RPM Single phase (Make: Havells model no.‐Turbo Force SP or Each 39.00 39.00 3638.73 141910.47

Similar specifications fom other approved makes)

1.22 MR Supplying & fixing of 5 star rating, 25 Ltr Geyser including painting as Each 27.00 27.00 11963.99 323027.73

required complete. (Make: Havells model no.‐ Puro Plus or Similar

specifications fom other approved makes)

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA

30 OF 65 ‐ABSTRACT SHEET

CHACHA Date: 2022.11.22

Balance work for Construction of Buildings including Allied and External Development Works for National Sports University (Package‐2A) at Imphal, Manipur at Risk and Cost of previous

agency

Sl No DSR Unit Quantity Balance Rate Amount

2016 Quantity to (In Rs) (In Rs)

Description of items

Item No. be executed

at Risk & Cost

1.23 MR Supplying & fixing of 5 star rating, 6 Ltr Geyser including painting as required Each 7.00 7.00 7830.88 54816.16

complete. (Make: Havells model no.‐ Instanio or Similar specifications fom

other approved makes)

1.24 MR Supplying & fixing of 400 mm Wall Fan of the following sizes and its all Each 78.00 78.00 2307.42 179978.76

accessories suitable for operation on 230V single phase, 50 Hz, AC supply

complete as required. (Make: Havells model no.‐ SWING or Similar

specifications fom other approved makes)

1.25 MR Supplying installation, testing commissioning of telephone tag block or

similar specification of other approved makes. of the following sizes

a. 100 Pair Each 1.00 1.00 7642.20 7642.2

1.16 MR Supplying installation, testing commissioning of telephone tag block or

similar specification of other approved makes. of the following sizes

a. 50 Pair Each 1.00 1.00 3249.78 3249.78

1.16 MR Supplying installation, testing commissioning of telephone tag block or

similar specification of other approved makes. of the following sizes

a. 30 Pair Each 1.00 1.00 2532.99 2532.99

1.6 MR‐6 Supplying & fixing of telephone tag block with box or similar specification of

other approved makes. of the following sizes

a. 10 Pair Each 7.00 7.00 809.54 5666.78

1.26 MR Supplying, Install, Testing & Comissioning of 4 Way Cable TV Splitter, Each 9.00 9.00 455.37 4098.33

complete as required.

1.27 MR Supplying, Install, Testing & Comissioning of 6 Way Cable TV Splitter, Each 6.00 6.00 492.26 2953.56

complete as required.

1.1 MR Supplying & fixing of Surface mounted 1 x 20W LED BATTEN, 5700K Each 48.00 48.00 1459.93 70076.64

luminaries. (Make: Havells Cat No.:ENDURA LINEAR NEO, 20W 857

LHEWEBP7IN1W020 or similar specifications of other approved makes.)

1.5 MR Supplying & fixing of 25W, suspended circular LED, 3000K luminaries. (Make: Each 3.00 3.00 6836.86 20510.58

Havells Cat No.: Mondo, 25W 830 400mm White LHEDECP5PL1W025 or

similar specifications of other approved makes.)

1.6 MR Supplying & fixing of 28W, 2x2, 3000K LED luminaries. (Make: Trilux Cat No.: Each 9.00 9.00 6836.86 61531.74

Troffer X Panel 10159919 Troffer X Panel 28W‐NW ET01 28 W, Electronic

Switchable, 3500Lm, 4000K or similar specifications of other approved

makes.)

1.8 MR Supplying & fixing of surface mounted 1 x 09W LED Batten luminaries. Each 31.00 31.00 557.61 17285.91

(Make: Havells Cat No.: 09W 840 LHEXBQP6IN1W009 or similar specifications

of other approved makes.)

1.9 MR Supplying & fixing of 6W WALL mounted bracket luminaries. (Make: Decon Each 16.00 16.00 689.38 11030.08

Cat No.: L05RY‐6 or similar specifications of other approved makes.)

1.10 MR Each 8.00 8.00 1646.49 13171.92

Supplying & fixing of 1W, Wall mounted bracket spots luminaries. (Make:

Decon Cat No.: L17AAW‐1 or similar specifications of other approved makes.)

1.18 MR Supplying installation, testing commissioning of telephone tag block or

similar specification of other approved makes. of the following sizes

a. 20 Pair Each 3.00 3.00 2169.33 6507.99

1.7 MR Supplying & fixing of 6W WALL mounted bracket luminaries. (Make: Decon Each 34.00 34.00 5742.71 195252.14

Cat No.: L05RY‐6 or similar specifications of other approved makes.)

1.8 MR Each 15.00 15.00 2010.16 30152.4

Supplying & fixing of 1W, Wall mounted bracket spots luminaries. (Make:

Decon Cat No.: L17AAW‐1 or similar specifications of other approved makes.)

d Supply , Installation , Testing and commissioning of CAT 6 UTP cable 23 AWG Mtrs. 600.00 600.00 44.27 26562

solid copper conductors.

i Supply , Installation , Testing and commissioning of CAT6 patch cord 7 feet Nos. 55.00 55.00 361.55 19885.25

for rack side switch termination

1.4 MR Supplying & fixing of 24W LED STRIP of 5 Mtr IP‐20, 3000K luminaries. (Make: Each 3.00 3.00 1937.43 5812.29

Havells Cat No.: 24W 830 IP20 5 Mtr LHEHDEP5UN1F024 & Driver upto 24W

LSSLOW0081 or similar specifications of other approved makes.)

1.5 MR Supplying & fixing of medium bay 80W, 5700K LED IP‐65 luminaries. (Make: Each 2.00 2.00 12040.94 24081.88

Havells Cat No.: 80W 5700K (WB) LHELAQU7IG6W080 or similar

specifications of other approved makes.)

1.6 MR Supplying & fixing of Post Top Lantern 40W, 6500K LED luminaries. (Make: Each 2.00 2.00 24821.84 49643.68

Havells Cat No.: 40W 6500K LHEVAHP7PN6J040 or similar specifications of

other approved makes.)

1.7 MR Supplying & fixing of FLOOD LIGHT 150W LED luminaries. (Make: Lustre Cat Each 2.00 2.00 10827.66 21655.32

No.: LI 9214 , 1 X 150W MH G‐12 or similar specifications of other approved

makes.)

1.4 MR Supplying & fixing of 24W LED STRIP of 5 Mtr IP‐20, 3000K luminaries. (Make: Each 2.00 2.00 1937.43 3874.86

Havells Cat No.: 24W 830 IP20 5 Mtr LHEHDEP5UN1F024 & Driver upto 24W

LSSLOW0081 or similar specifications of other approved makes.)

1.5 MR Supplying & fixing of medium bay 80W, 5700K LED IP‐65 luminaries. (Make: Each 1.00 1.00 12040.94 12040.94

Havells Cat No.: 80W 5700K (WB) LHELAQU7IG6W080 or similar

specifications of other approved makes.)

1.6 MR Supplying & fixing of Post Top Lantern 40W, 6500K LED luminaries. (Make: Each 2.00 2.00 24821.84 49643.68

Havells Cat No.: 40W 6500K LHEVAHP7PN6J040 or similar specifications of

other approved makes.)

ANUJ NAVNEET Digitally signed by ANUJ

NAVNEET CHACHA