Construction of balance work of New Campus for National Institute of Design Vijayawada Andhra Pradesh At the risk and cost of Ms Mark Infrastructure

S. NO. DESCRIPTION DSR 2014 AMOUNT NS AMOUNT

PLUMBING & ALLIED WORKS

V FIRE FIGHTING - 8,349.00 Rs. 8,349.00

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor with Seal Page 1 of 1 NBCC 15:58:33

KUMAR MEHRA Date: 2022.09.19

BOQ for Construction of Balance work of New Campus for National Institute of Design (NID), Andhra Pradesh at the Risk and

Cost of M/s Mark Infrastructure Pvt. Ltd .

I. CIVIL WORK - SUMMARY

Non-DSR Total Amount

Non-DSR Total Amount

S.No. Sub-head Description DSR Amount

Amount (DSR + NS)

2 SH-II CONCRETE WORK 3,60,163.56 - Rs. 3,60,163.56

3 SH-III REINFORCED CEMENT CONCRETE 1,48,444.95 - Rs. 1,48,444.95

4 SH-IV BRICK WORK - - Rs. -

5 SH-V MARBLE & GRANITE WORK 1,92,103.60 - Rs. 1,92,103.60

8 SH-VIII FLOORING WORK 3,395.25 4,80,738.75 Rs. 4,84,134.00

11 SH-XI ALUMINIUM WORK 7,90,646.22 - Rs. 7,90,646.22

12 SH-XII WATER PROOFING WORK 55,228.05 - Rs. 55,228.05

13 SH-XIII MISCELLANEOUS WORK 9,537.50 - Rs. 9,537.50

16 SH-XVI HORTICULTURE & LANDSCAPING 8,52,896.10 - Rs. 8,52,896.10

Digitally signed by

Signature of Contractor with Seal Page 1 of 1

DEEPAK DEEPAK KUMAR NBCCMEHRA

KUMAR MEHRA Date: 2022.09.19 15:58:33

BOQ for Construction of Balance work of New Campus for National Institute of Design (NID), Andhra Pradesh at the Risk and Cost

of M/s Mark Infrastructure Pvt. Ltd.

II. PLUMBING & ALLIED WORKS - SUMMARY

S.No. Sub-head Description DSR Amount NS Amount

1 SH-I SANITARY FIXTURES & CP BRASS FITTINGS 27,654.05 1,71,717.20 Rs. 1,99,371.25

2 SH-II SOIL, WASTE & VENT PIPES 33,817.15 29,582.03 Rs. 63,399.18

3 SH-III WATER SUPPLY WORK 2,83,918.30 7,55,829.42 Rs. 10,39,747.72

4 SH-IV RAIN WATER HARVESTING 4,47,202.90 - Rs. 4,47,202.90

5 SH-V EXTERNAL SEWERAGE 2,04,794.59 - Rs. 2,04,794.59

7 SH-VII EXTERNAL WATER SUPPLY 5,06,232.95 94,839.00 Rs. 6,01,071.95

8 SH-VIII WATER SUPPLY PUMPS - 3,57,355.03 Rs. 3,57,355.03

10 SH-X SEWERAGE TREATMENT PLANT - 21,64,437.83 Rs. 21,64,437.83

Digitally signed by

Signature of Contractor with seal Page 1 of 1

DEEPAK DEEPAK KUMAR NBCCMEHRA

KUMAR MEHRA Date: 2022.09.19 15:58:33

BOQ for Construction of Balance work of New Campus for National Institute of Design (NID), Andhra Pradesh at the Risk and

Cost of M/s Mark Infrastructure Pvt. Ltd.

IV. HVAC WORK - SUMMARY

S.No. Sub-head Description DSR Amount NS Amount

1 SH-I VRV / VRF Equipments - 20,27,364.43 Rs. 20,27,364.43

2 SH-II PIPING: COPPER & PLUMBING - 1,89,029.36 Rs. 1,89,029.36

Ventilation, Pressurisation & Smoke Extraction

4 SH-IV Air Distribution Work 26,55,504.50 4,20,257.21 Rs. 30,75,761.71

5 SH-V Electrical Work. - 2,68,564.67 Rs. 2,68,564.67

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

KUMAR MEHRA Date: 2022.09.19 15:58:33

BOQ for Construction of Balance work of New Campus for National Institute of Design (NID), Andhra Pradesh at the Risk and

Cost of M/s Mark Infrastructure Pvt. Ltd.

FIRE FIGHTING - SUMMARY

S.No. Sub-head Description DSR Amount NS Amount

1 SH-I FIRE FIGHTING WORK 8349.00 Rs. 8349.00

2 SH-lI FIRE ALARM SYSTEM (ADDRESSABLE TYPE) Rs.

GRAND TOTAL (DSR + NS) - 8,349.00 Rs. 8,349.00

GRAND TOTAL (DSR + NS) - 8,349.00 Rs. 8,349.00

Digitally signed by

Signature of Contractor With Seal Page 1 of 1

DEEPAK DEEPAK KUMAR NBCCMEHRA

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

BILL OF QUANTITIES

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

1.0 SUB HEAD-I :- EARTH WORK

Carriage of materials by mechanical transport including loading, unloading

1.1.1 1.1.2 All kinds of soil (for 1 km) Cum 3986 99.44

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

manual means over areas (exceeding 30cm in depth. 1.5 m in width as well

as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and

lift upto 1.5m, disposed earth to be levelled and neatly dressed.

1.2.1 2.6.1 All kinds of soil Cum 100 155.60

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

manual means in foundation trenches or drains (not exceeding 1.5 m in width

1.3 2.8 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.

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

1.4 2.10 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

1.4.1 2.10.1 All kinds of soil

1.4.1.1 2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. Rmt 450.00 127.55

1.4.1.2 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Rmt 900.00 208.30

Filling available excavated earth (excluding rock) in trenches, plinth, sides of Cum 112.40 3259.60

foundations etc. in layers not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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

excavated or stacked materials.

1.6.2 2.26.2 Ordinary or hard rock Cum 144 82.95

Supplying chemical emulsion in sealed containers including

delivery as specified.

1.7.1 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Lit 300.00 150.00 185.95 27892.50

Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-

1.8 2.35 termite treatment (excluding the cost of chemical emulsion)

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 1 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Along the external wall below concrete or masonry apron using chemical

1.8.1 2.35.2 emulsion @ 2.25 litres per linear metre including drilling and plugging holes

1.8.1.1 2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration Rmt 15.00 15.00 22.70 340.50

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

1.8.2.1 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 100.00 100.00 118.90 11890.00

Treatment at points of contact of wood work by chemical emulsion Rmt 200.70 336373.20

Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per

hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm

centre to centre and sealing the same

Excavating top soil to a depth of 300mm transportation of the top soil cum 295.20 14760.00

including loading, unloading and stacking upto 1Km and bringing back to

1.9 NS project site and spreading the same as per the direction of EIC 50.00 50.00

Supplying and filling, in plinth with river sand under floors including, watering, Cum 307.08

1.10 NS ramming consolidating and dressing complete. 25

Clearing grass and removal of the rubbish upto a distance of 50 m outside the 100 Sqm 328.60

periphery of the area cleared.

Earth Work Sub Head Total 414024.55 14760.00

2.0 SUB HEAD-II :- CONCRETE WORKS

Providing and laying in position cement concrete of specified grade excluding

2.1 4.1 the cost of centering and shuttering - All work up to plinth level :

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal Cum 4301.15 -

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm Cum 4004.00 8,168.16

1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal Cum 4834.30 -

1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal Cum 5466.30 1,09,326.00

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 2 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing up to floor five level precast cement concrete string or -

lacing courses, copings, bed plates, anchor blocks, plain window sills,

shelves, louvers, steps, stair cases, etc., including hoisting and setting in

2.2 4.5 position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required

centering complete:

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal Cum 6269.80 -

Providing and laying damp-proof course 50 mm thick with cement concrete sqm 314.85 23,613.75

2.3 4.11 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal 965 75.00

Extra for providing and mixing water proofing material in cement concrete per 50 Kg of 48.15 7,270.65

2.4 4.12 work in doses by weight of cement as per manufacturer’s specification Cement 151 151.00

Applying a coat of residual petroleum bitumen of penetration 80/100 of sqm 132.00 23,100.00

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

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 Sqm 419.30 1,88,685.00

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

2.6 4.17 thick bed of dry brick ballast 40 mm nominal size, well rammed and 1166 450.00

consolidated and grouted with fine sand, including finishing the top smooth.

Providing and laying in position ready mixed plain cement concrete, using fly -

ash and cement content as per approved design mix and 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 plain cement concrete work, including pumping

of R.M.C. from transit mixer to site of laying and curing, excluding the cost of

centering, shuttering and finishing, including cost of curing, admixtures in

recommended proportions as per IS : 9103 to accelerate/retard setting of

concrete, improve workability without impairing strength and durability as per

2.7 4.19 direction of the Engineer - in - charge. Note : (1) Excess/less cement used

than specified in this item is payable/

recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-

1) only be used as part replacement of OPC as per IS : 456. Uniform

blending with cement is to be ensured in accordance with clauses 5.2

and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. Note :- (2) The

above item shall be used judiciously where specified quality

of Fly Ash is available for mixing in concrete. Also, the guidelines issued

by CDO, CPWD, vide circular no. CDO/SE(RR)/Fly Ash (Main)/102 dated

9th April 2009 shall be followed in such case

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 3 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

2.7.1 4.19.1 All works upto plinth level. -

M-10 grade plain cement concrete (cement content considered @ 220 Cum 5719.10 -

Concrete Work Sub Head Total 360163.56

3.0 SUB HEAD-III :- REINFORCED CEMENT CONCRETE WORK

Providing and laying in position specified grade of reinforced cement

3.1 5.1 concrete, excluding the cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal Cum 5725.90 103066.20

Centering and shuttering including strutting, propping etc. and removal of

3.2.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 20 196.45

Walls (any thickness) including attached pilasters, butteresses, plinth and Sqm 360.80

string courses etc.

3.2.3 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 4435 401.65

3.2.4 5.9.4 Shelves (Cast in situ) Sqm 360 401.65

3.2.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and struts. Sqm 1747 453.35

3.2.6 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 274.00 395.65

3.2.7 5.9.16 Edges of slabs and breaks in floors and walls.

3.2.8 5.9.19 Weather shade, Chajjas, corbels etc., including edges Sqm 603.00 75.00 492.35 36926.25

Suspended floors, roofs, landings, balconies and access platform. With water Sqm 493.55

proof ply 12 mm thick (EXPOSED SHUTTERING)

Lintels, beams, plinth beams, girders, bressumers and cantilevers. With water Sqm 423.65

3.2.10 5.9.21 proof ply 12 mm thick 1,942.00

Extra for additional height in centering, shuttering where ever required with

adequate bracing, propping etc., including cost of de-shuttering and

3.3 5.11 decentering at all levels, over a height of 3.5 m, for every additional height of

1 metre or part thereof (Plan area to be measured).

Suspended floors, roofs, landing, beams and balconies (Plan area to be Sqm 159.05

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

placing in position and binding all complete upto plinth level.

3.4.1 5.22.6 Thermo-Mechanically Treated bars Kg 41000 68.10

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

3.5 5.22A placing in position and binding all complete above plinth level.

3.5.1 5.22A.6 Thermo-Mechanically Treated bars Kg 177000 68.10

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 4 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. Metre 30.75 7687.50

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

reinforced cement concrete work, using cement concrete as per approved

design mix, manufactured in fully automatic batching plant and transported to

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

manufactured as per mix design of specified grade for reinforced cement

concerte 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

stregnth and durability as per directions 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/recoverableseparately).

3.7.1 5.37.1 All works upto plinth level cum 176 6644.60

3.7.2 5.37.2 All works above plinth level upto floor V level cum 1956 7363.00

3.8 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).

Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note : Cum 76.50 765.00

cement content considered in M-30 is @ 340kg/cum).

Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick Sqm 134.70

cement mortar 1:3 (1 Cement : 3 fine sand).

Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick

as per design for expansion joints.

Prroviding and filling in position polyurethane sealant in expansion joints in

3.11 NS flooring over 15mm dia becker rod laid in expanstion joint of flooring

(including cost of becker rod)

Providing and fixing in position 12 mm thick bitumen impregnated fibre board per cm 446.90

3.12 5.28 conforming to IS: 1838, including cost of primer, sealing compound in Depth per 64

expansion joints. 100m

Providing and fixing sheet covering over expansion joints with iron screws as

per design to match the colour/shade of wall treatment :

3.13.1 5.29.2 Aluminum fluted strips 3.15mm Thk

Providing and placing in position suitable PVC water stops conforming to

IS:12200 for construction/expansion joints between two RCC members and

fixed to the reinforcement with binding wire before pouring concrete etc.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 5 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

3.14.1 22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick) Mtr. 43 461.15

R.C.C. WORK Sub Head Total 148444.95

4.0 SUB HEAD-IV :- BRICK WORK

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

designation 7.5 in foundation and plinth in

4.1.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 20 4918.65

Providing and laying autoclaved aerated cement blocks masonry with 100 Cum 6386.95

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

4.2 6.38 in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing 1800

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

Providing and laying Half brick masonry with fly ash bricks of class

4.3 6.45 designation 10, conforming to IS : 12894, in super structure above plinth and

upto floor V level in

4.3.1 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 5173 751.10

Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every Sqm 69.50

third course of half brick masonry.

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

4.5 6.4 designation 7.5 in superstructure above plinth level up to floor V level in all

shapes and sizes in :

4.5.1 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 45 5426.15

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

class designation 7.5 in foundations and plinth in :

4.6.1 6.12.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 45 584.75

BRICK WORK Sub Head Total

5.0 SUB HEAD-V :- MARBLE & GRANITE WORK

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

5.1.1 8.2.2 Granite of any colour and shade

5.1.1.1 8.2.2.1 Area of slab upto 0.50 sqm Sqm 63 3866.00

5.1.1.2 8.2.2.2 Area of Slab over 0.50 sqm Sqm 270 3907.40

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble

5.1.2.1 8.2.1.1 Area of slab Upto 0.50 sqm Sqm 27 2341.55

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 6 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

5.1.2.2 8.2.1.2 Area of slab over 0.50 sqm Sqm 45 2463.55

Extra for 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.

Extra for fixing marble/granite stone over and above corresponding basic Metre 247.40 80157.60

5.3 8.4 item, in facia and drops of width upto 150 mm with epoxy resin based 534 324.00

adhesive including cleaning etc. complete.

Extra for providing opening of required size & shape for wash basins/kitchen Each 386.60 25129.00

sink in kitchen platform, vanity counters and similar location in

5.4 8.5 marble/Granite/stone work including necessary holes for pillar taps etc. 234 65.00

including rubbing and polishing of cut edges etc. complete.

Mirror polishing on marble work / Granite work/ stone work where ever Sqm 212.85

required to give high gloss finish complete.

Providing and fixing stone slab table rubbed edges rounded and polished of

size 75x50 cm deep and 1.8 cm thick fixed in urinal partion by cutting and

chase of appropriate width with chase cutter and embedding the stone in the

5.6 8.10 chase with epoxy grout or with cement concrete 1:2:4 1 cement :2 coarse

sand : 4 graded stone aggregate 6 mm nominal size) as per direction of

Engineer -in charge and finished and smooth.

5.6.1 8.10.2 Granite Stone of approved shade sqm 90.00 3263.50

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel Sqm 1375.20

dressed on top, for paving in floors, drains etc. laid over 20mm thick base

5.7 16.92 mortar 1:4 (1cement:4 coarse sand) with joints 10mm wide filled with same 90.00

mortar including ruled pointing etc. complete as per direction of engineer-in

MARBLE & GRANITE Sub Head Total 192103.60

6.0 SUB HEAD-VI :- WOOD AND PVC WORK

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

6.1 9.1 dash fasteners of required dia & length ( hold fast lugs or dash fastener shall

be paid for separately).

6.1.1 9.1.1 Second class teak wood Cum 26 91496.90

Melamine polishing: Two or more coats on new works including a coat of Sqm 234.77 145191.16

6.2 NS wood filler 1463 618.44

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 7 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

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

6.3 9.21 class hard wood and well matched commercial 3 ply veneering with vertical

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

35 mm thick including ISI marked Stainless Steel butt hinges with Sqm 1909.55 60150.83

necessary screws.

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum Sqm 365.85 11524.28

6.4 9.23 depth on all edges of shutters (over all area of door shutter to be measured) 1244 31.50

Extra for cutting rebate in flush door shutters (Total area of the shutter to be Sqm 104.55

Providing and fixing wooden moulded beading to door and window frames

6.6 9.40 with iron screws, plugs and priming coat on unexposed surface etc. complete

6.6.1 9.40.1 2nd class teak wood

Providing and fixing plywood 4 mm thick, one side decorative veneer

conforming to IS: 1328 (type-1), for plain lining / cladding with necessary

screws, including priming coat on unexposed surface with :

6.7.1 9.37.1 Decorative veneer facings of approved manufacture Sqm 90 1156.20

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

6.8 9.46 plate, with two chromium plated brass brackets fixed with C.P. brass screws

and wooden plugs, etc., wherever necessary complete

Providing and fixing IS: 12817 marked stainless steel butt hinges with

stainless steel screws etc. complete

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

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

6.10 9.127 and reverse side of adhesive bonding quality conforming to IS : 2046 Type S

including cost of adhesive of approved quality

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 8 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing wire gauge shutters using stainless steel grade 304 wire

gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both

directions for doors, windows and clerestory windows with necessary screws :

6.11.1 9.134.1 35 mm thick shutters - with ISI marked M.S. pressed butt hinges bright

6.11.1.1 9.134.1.1 Second class teak wood Sqm 78 3502.80

Providing and fixing 12 mm thick frameless toughened glass door shutter of Sqm 4746.25 308506.25

approved brand and manufacturer, including providing and fixing top &

bottom pivot & spring type fixing arrangement and making necessary holes

etc. for fixing required door fittings, all complete as per direction of Engineer-

in-charge (Door handle, lock and stopper etc.to be paid separately).

Providing and fixing 12 mm thick frameless toughened glass door partitions of Sqm 3802.87 123593.28

approved brand and manufacturer, including providing and fixing partitions at

top & bottom with aluminum channel etc. all complete as per direction of

Engineer-in-charge.

Providing and fixing over glass Etching strips (film) as per design and pattern Sqm 921.25 228470.00

of approved make fixed as per manufacturer's specifications all complete as

per direction of the Engineer-in-charge.

Providing and fixing approved brand and manufacture SS 304 grade Top Each 320.95 8986.60

6.15 NS Pivot fixed with SS screws etc. complete in all respects as per manufacturers' 76 28.00

specifications & as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture SS 304 grade Top & Each 4221.89 202650.72

Bottom Patch fixed with SS screws etc. complete in all respects as per

manufacturers' specifications & as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture SS 304 grade Floor Each 4091.13 98187.12

spring (weight approx 100-120kgs) fixed with SS screws etc. complete in all

respects as per manufacturers' specifications & as directed by Engineerin-

Providing and fixing approved brand and manufacture SS 304 grade D type Per 3961.37

1200mm Pull Handle with 32mm dia fixed with SS screws etc. complete in all

respects as per manufacturers' specifications & as directed by Engineer-in-

Providing and fixing approved brand and manufacture SS 304 grade D type Per 1119.37

300mm Pull Handle with 22mm dia fixed with SS screws etc. complete in all

respects as per manufacturers' specifications & as directed by Engineer-in-

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 9 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing approved brand and manufacture SS 304 grade Patch Each 4121.84 98924.16

Lock with Cylinder fixed with SS screws etc. complete in all respects as per

manufacturers' specifications & as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture SS 304 grade Door Each 1789.00

6.21 NS Closer fixed with SS screws etc. complete in all respects as per 254

manufacturers' specifications & as directed by Engineer-in-charg

Providing and fixing approved brand and manufacture SS 304 grade Mortice Each 1007.43

handle D type fixed with SS screws etc. complete in all respects as per

manufacturers' specifications & as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture SS 304 grade Mortice Each 1284.79

lock with key cylinder fixed with SS screws etc. complete in all respects as per

manufacturers' specifications & as directed by Engineer-incharge.

Providing and fixing approved brand and manufacture SS 304 grade Tower Each 255.57 21723.45

bolt 250mm long with 10mm dia fixed with SS screws etc. complete in all

respects as per manufacturers' specifications & as directed by Engineer-in-

Providing and fixing approved brand and manufacture SS 304 grade door Each 211.99 18019.15

Buffer wall mounted 22mm dia, 75mm long with Cover fixed with SS screws

etc. complete in all respects as per manufacturers' specifications & as

directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture SS 304 grade Door Each 268.45 22818.25

Stopper- door mounted hanging type fixed with SS screws etc. complete in all

respects as per manufacturers' specifications & as directed by Engineer-in-

Providing and fixing approved brand and manufacturer SS 304 grade S.S Each 217.93

6.27 NS door stopper fixed with SS screws etc. complete in all respects as per 90

manufacturer's specifications & as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacturer SS 304 grade S.S Each 595.34

6.28 NS dead lock fixed with SS screws etc. complete in all respects as per 45

manufacturer's specifications & as directed by Engineer-in-charge.

Providing and fixing bright finished brass 100 mm mortice latch and lock with Each 546.40

6.29 9.76 6 levers and a pair of lever handles with necessary screws etc. Complete 268

(best make of approved quality).

Providing and fixing bright finished brass night latch of approved quality Each 674.15

including necessary screws etc. complete.

Extra for providing frosted glass panes 4mm thick instead of ordinary float Sqm 5.80 161.59

glass panes 4mm thick in doors, windows& clerestory windows, shutters (Area

of opening for glass panes excluding portion inside rebate shall be measured)

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 10 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

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

6.32 9.48 with M.S. flats, square bars etc. including priming coat with approved steel

primer all complete

6.32.1 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. Kg 9,000.00 116.90

6.33 9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with Each 90 117.35

Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat Sqm 1629.75

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

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

6.34 9.129 lamination and other side balancing lamination, including IInd class teak wood 851

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-

Providing and fixing special quality bright finished brass cupboard or

6.35 9.79 wardrobe locks with four levers of approved quality including necessary

screws etc. complete.

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

6.36 9.114 robe shutters, including fixing with necessary screws etc. complete.

6.36.1 9.114.2 Double strip (horizontal type) Each 727 22.80

Providing and fixing aluminium die cast body tubular type universal hydraulic Each 753.75 67837.50

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.

Providing and fixing bright finished brass casement stays (straight peg type)

with necessary screws etc. complete :

6.38.1 9.86.1 300 mm weighing not less than 330 gms Each 90 180.15

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 :

Providing and fixing aluminium tower 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 necessary screws etc. complete :

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 11 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

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 :

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 and shade, with necessary screws etc.

6.42.1 9.101.1 Single rubber stopper Each 655 100.00 37.50 3750.00

Providing and fixing partition upto ceiling height consisting of G.I. frame and

required board, including providing and fixing of frame work made of special

section power pressed/ roll form G.I. sheet with zinc coating of 120

gms/sqm(both side inclusive), consisting of floor and ceiling channel 50mm

wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and

ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5

mm dia meter 50 mm length or suitable anchor fastener or metal screws with

nylon plugs and the studs 48 mm wide having one flange of 34 mm and other

flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and

ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm

dia bolts and nuts, including fixing of studs along both ends of partition fixed

flush to wall with suitable anchor fastener or metal screws with nylon plugs at

spacing of 450 mm centre to centre, and fixing of boards to both side of frame

6.43 9.105 work by 25 mm long dry wall screws on studs, floor and ceiling channels at

the spacing of 300 mm centre to centre. The boards are to be fixed to the

frame work with joints staggered to avoid through cracks, M.S. fixing channel

of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be

provided at the horizontal joints of two boards, fixed to the studs using metal

to metal flat head screws, including jointing and finishing to a flush finish with

recommended jointing compound, jointing tape, angle beads at corners (25

mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for

board as per manufacture’s specification and direction of engineer in charge

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 12 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

66mm overall thickness Partition with 8mm thick double skin Calcium Silicate Sqm 1325.65

Board made with Calcareous & Siliceous materials reinforced with cellulose

fiber manufactured through autoclaving process with Compressive Strength

225 kg/sq.cm, Bending Strength 100 kg./ sq.cm

Providing and fixing panic bar / latch (Double point) fitted with a single body, Each 6133.20

Trim Latch & Lock on back side of the Panic Latch of reputed brand and

manufacture to be approved by the Engineer- in- charge, all complete.

Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a Metre 458.95 17027.05

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

6.45 9.119 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal 1287 37.10

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 Engineerin-Charge.

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

6.42 9.120 sheet out of which 75 mm shall be flat and 20 mm shall be tapered

on both sides to form lock rail. 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.

6.46.1 9.120.1 30 mm thick plain PVC door shutters Sqm 410 52.00 2749.60 142979.20

Extra for providing vision panel not exceeding 0.1 sqm in all type of flush

6.47 9.24 doors (cost of glass excluded) (overall area of door shutter to be measured) :

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 13 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

6.47.1 9.24.1 Rectangular or square. Sqm 91 139.40

Providing and fixing factory made uPVC door frame made of uPVC extruded

sections having an overall dimension as below (tolerance ±1mm), with wall

thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with

galvanized brackets and stainless steel screws, joints mitred and Plastic

6.48 9.117 welded. The hinge side vertical of the frames reinforced by galvanized M.S.

tube of size 19 X 19 mm and 1mm (± 0.1mm) wall thickness and 3 nos.

stainless steel hinges fixed to the frame complete as per manufacturer’s

specification and direction of Engineer-in-charge.

6.48.1 9.117.1 Extruded section profile size 48x40 mm Metre 11 213.75

6.49 9.118 Providing and Fixing Existing Door frames

30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of Sqm 2834.75

styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness

2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The

styles and rails mitred and joint at the corners by means of M.S.

galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0mm

and stainless steel screws. The styles of the shutter reinforced by inserting

galvanised M.S. tube of size 25x20mm and 1 mm (± 0.1 mm) wall thickness.

The lock rail made up of 'H' section, a uPVC hollow section of size 100x30

6.49.1 9.118.2 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means 2

of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC

multi-chambered single panel of size not less than 620 mm, having over all

thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled

vertically and tie bar at two places by inserting horizontally 6 mm galvanised

M.S. rod and fastened with nuts and washers, complete as per

manufacturer's specification and direction of Engineer-in-charge.

Providing and fixing aluminum U beading of required size to Pre-laminated/ kg 442.35

6.50 9.132 flush door shutter, including fixing etc. complete as per direction of Engineer- 45

Providing and fixing fire resistant door frame of section 143 x 57 mm having Rmt 1250.05

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

6.51 9.136 intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and 110

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).

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 14 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 Sqm 6268.20

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

6.52 9.137 gm/m2) duly filled FR insulation material and fixing with necessary stainless 39

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).

Providing and fixing plain lining with necessary screws/nuts & bolts/ nails,

including a coat of approved primer on one face, and fixed on wooden /steel

frame work, complete as per direction of Engineer-in-charge (Frame work

shall be paid for separately).

6.53.1 9.140.1 12mm thick commercial ply conforming to IS : 1328 BWR type Sqm 45 1059.20

Supplying and providing Anchor Bolts of length 150 mm -200 mm of dia 10- Nos 495.29 29717.40

6.54 NS 12mm with suitable adhesive to fix the door frames with brick or RCC walls/ 1800 60.00

WOOD AND PVC WORK Sub Head Total 621951.20 1002243.79

7.0 SUB HEAD-VII :- STEEL WORK

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

7.1 10.25 hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar Kg 90.10

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, Kg 619.40

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-in-charge, ( for payment purpose

only weight of stainless steel members shall be considered excluding fixing

accessories such as nuts, bolts, fasteners etc.)

Structural steel work in single section, fixed with or without connecting plate, Kg 67.70

7.3 10.1 including cutting, hoisting, fixing in position and applying a priming coat of 4500

approved steel primer all complete.

Structural steel work riveted, bolted or welded in built up sections, trusses and Kg 73.95 598995.00

7.4 10.2 framed work, including cutting, hoisting, fixing in position and applying a 8100 8100.00

priming coat of approved steel primer all complete:

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 15 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm

angle iron and 3 mm M.S. gusset plates at the junctions and corners,all

7.5 10.5 necessary fittings complete, including applying a priming coat of approved

7.5.1 10.5.1 Using M.S. angles 40x40x6 mm for diagonal braces. sqm 27.00 27.00 3073.85 82993.95

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

7.6 10.6 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.

7.6.1 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover Sqm 34 2142.10

7.7 10.7 Providing and fixing ball bearing for rolling shutters. Each 14 438.95

Extra for providing mechanical device chain and crank operation for operating

rolling shutters.

7.8.1 10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm 34 724.85

Extra for providing grilled rolling shutters manufactured out of 8 mm dia.M.S. Sqm 313.60

7.9 10.9 bar instead of laths as per design approved by Engineer-in-charge. (area of 34

grill to be measured).

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.

7.10.1 10.16.3 Electric resistance Or Induction Butt Welded Tubes kg 2,700.00 123.65

Providing and fixing circular/hexagonal cast iron or M.S. sheet box for ceiling each 142.95 135802.50

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 binding, 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. Clamps shall be made of 12 mm dia M.S. bar

bent to shape as per standard drawing .

STEEL WORK Sub Head Total 817791.45

8.00 SUB HEAD-VIII :- FLOORING

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 16 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

62mm thick cement concrete flooring with concrete hardener topping under Sqm 588.90

layer 50 mm thick cement concrete 1:2:4 (1 cement :2 coarse sand:4 graded

stone aggregate 20mm nominal size) and top layer 12mm thick cement

hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone

aggregate 6mm nominal size) by volume. Hardening compound of is mixed @

2 litre per 50kg of cement or as per manufacturers specifications. This

includes cost of cement slurry, but excluding the cost of nosing of steps etc.

Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement

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

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

8.3.1 11.13.1 40 mm wide and 4 mm thick Mtr. 45 50.05

Marble stone flooring with 18 mm thick marble stone, as per sample of marble

approved by Engineer-in-charge, over 20 mm (average) thick base of cement

mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement

slurry, including rubbing and polishing complete with

8.4.1 11.23.5 Udaipur green marble sqm 45 1757.60

8.5 11.24 Extra for pre finished nosing to treads of steps of marble stone. Mtr 18 274.90

Extra for marble stone flooring in treads of steps and risers using single sqm 320.30

length up to 2.00 metre .

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) :

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid Sqm 1191.25

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

8.8 11.27 jointed with grey cement slurry mixed with pigment to match the shade of the 9

slabs, including rubbing and polishing complete.

Providing and fixing 1st quality Rectified Ceramic glazed wall tiles sqm 941.06 141159.00

conforming to IS:15622 of approved make in all colours, shades, of 300 x

450 x 6mm size as approved by Engineer-in-Charge in skirting, risers of steps

8.9 NS and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement :3 Coarse 4342 150.00

sand) and jointing with grey cement slurry @ 3.3 kg per sqm including

pointing in white cement mixed with pigment of matching shade complete.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 17 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and laying Rectified Ceramic glazed floor tiles 600X600 mm sqm 1129.27

10mm Thk. 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 1:3 (1 Cement : 3 Coarse sand) including pointing the joints

with white cement and matching pigment etc. complete.

Providing and laying vitrified floor tiles in different sizes 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.

8.11.1 Size of Tile 600x600 mm 10mm Thick Sqm 8100 1392.72

Granite Stone flooring with 18mm thick granite stone (sample of granite shall

be approved by Engineer -In charge) over 20mm (average) thick base of

cement motor 1:3 (1 Cement : 3 Coarse sand) laid and jointed with grey

cement slurry including rubbing & polishing at all levels

8.12.1 Area of slab upto & over 0.5 Sqm Sqm 1204 3992.08

Granite Stone in skirting with 18mm thick granite stone (sample of granite

shall be approved by Engineer -In charge) over 20mm (average) thick base of

8.13 N.S cement motor 1:3 (1 Cement : 3 Coarse sand) laid and jointed with grey

cement slurry including rubbing & polishing at all levels

8.13.1 Area of slab upto & over 0.5 Sqm Sqm 798 50.00 3972.26 198613.00

Providing and laying vitrified 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 brand & manufacturer in all colours and shade, in

8.14 N.S. skirting, risers of steps, laid with cement based high polymer modified quick

set tile adhesive (water based) conforming to IS: 15477 in average 6 mm

thickness including grouting of joints (payment of grouting the joints to be

made separately).

8.14.1 Size of Tile 600x600 mm Sqm 1661 1371.97

P&F flexible PVC sheet flooring in 2.0mm thickness. It shall be homogeneous Sqm 1646.36

and monolayer in construction, and shall be manufactured by calendering and

presssing, to ensure a dense, smooth surface and nondirectional design. The

8.15 NS flooring shall incorporate a specially formulated polyurethane reinforcement, 151

to significantly reduce maintenance costs. [Equivalent to Polyfloor Mystique

PUR] INCLUDING Self Levelling.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 18 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

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

8.16 11.3. aggregate) finished with a floating coat of neat cement, including cement

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

8.16.1 11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 1434 353.35

Providing, Applying and finishing the top surface of concrete, in accordance Sqm 1009.41

with broadcasting of Bomanite Color Hardener / OR EQUIVALENT at the rate

of 2.7 kgs/sq mtr. Floating the surface with different types of floaters,

application of Release Agent at the rate of 0.113 kg/sq.mtr stamping the

8.17 NS concrete with stamping tools, cleaning the surface with water and application 1166

of acrylic based Sealer for finishing. Our color hardeners and release agents

have been tested for abrasion resistance and should have a depth of wear

not greater than 0.05mm under BS 8204

8.18 NS Extra for pre finished nosing to treads of steps of Granite stone. Metre 1451 284.75 272.41 77568.75

Extra for Granite stone flooring in treads of steps and risers using single Sqm 316.99 63398.00

length up to 2.00 metre .

FLOORING Sub Head Total 3395.25 480738.75

9.0 SUB HEAD-IX :- ROOFING

Designing,providing, installing/fixing skylight consisting of 16mm thick Sqm 4500.25

multiwall polycorbonate sheet or equivalant of required shade fixed to

aluminium profile framework with stainless steel screws and supported on MS

tube framework including G.E silicon sealant ,cold forged fastners

etc.complete as per specification, drawing and direction of Engineer in

Charge. The rate includes cost of all the operations,labour materials and tests

(as applicable) for proper completion of the work except the M.S tubular

framework which shall be measured and paid separately (For payment

purpose the area of finished polycorbonate sheet fixed in position shall only

Providing & fixing trap door in the false ceiling using 19 mm thick commercial Sqm 2377.41 16641.87

bloclk board laminated with approved finish 1mm thick laminate with

9.2 NS necessary 2nd Class teak frame work of size 2" x 1.5", Oak wood mouldings 7 7.00

as per Architect’s drawing, brass hinges, latches etc. complete in all respect

as directed by Engineer-in-charge.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 19 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing precoated galvanised iron profile sheets (size, shape and Sqm 622.00 37320.00

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.

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 37 mm, at 1200 mm centre to centre, one flange fixed

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

9.4 12.45 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 25 mm 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 recommended 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 :

9.4.1 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 531 1059.50

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 20 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing tiled false ceiling of approved 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

9.5 12.52 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.

GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size Sqm 1673.50

595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having

galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area

with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5,

electro statically polyester powder coated of thickness 60 microns (minimum),

including factory painted after bending and perforation, and backed with a

black Glass fiber acoustical fleece.

Supply and fixing of KALZIP 50/429 “SELF SUPPORTED” SECRET FIX Sqm 5230.31

STANDING ROOFING SYSTEM IN 0.9mm THICK AA 3004 ALUMINIUM

ALLOY. The general roof-construction shall comprise from bottom to top:

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 Sqm 1133.85

mm) with SRI (solar refractive index) > 78, solar reflection >0.70 and initial

emittance >0.75 on waterproof and sloped surface of terrace, laid on 20 mm

thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and

grouting the joints with mix of white cement & marble powder in ratio of 1:1,

including rubbing and polishing of the surface upto 3 cuts complete, including

providing skirting upto 150 mm height along the parapet walls in the same

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 21 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing precoated galvanised steel sheet roofing accessories

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

9.8 12.51 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

ROOFING Sub Head Total 150159.30 16641.87

10.0 SUB HEAD-X :- FINISHING WORK

10.1 13.1 12 mm cement plaster on even side of masonery work with mix of :

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

10.3 13.6 20 mm cement plaster of mix :

10.4 13.16 6 mm cement plaster of mix :

Providing and applying plaster of paris putty of 2 mm thickness over plastered Sqm 110.95

surface to prepare the surface even and smooth complete.

Providing and applying white cement based putty of average thickness 1 mm, Sqm 89.65 132003.35

10.6 13.80 of approved brand and manufacturer, over the plastered wall surface to 64087 1472.43

prepare the surface even and smooth complete.

10.7 13.45 Finishing walls with textured exterior paint of required shade :

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including Sqm 146.45 508931.32

priming coat of exterior primer applied @ 2.20kg/10 sqm

New work (One or more coats applied @ 3.28 ltr/10 sqm) over and including Sqm 73.23 343439.91

priming coat of exterior primer applied @ 2.20kg/10 sqm

10.8 NS Finishing walls with textured internal paint of required shade :

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over Sqm 126.80 32334.00

and including priming coat of internal primer applied @ 2.20kg/10 sqm.

Providing & applying 1 coat of natural shade with stone dust tinted trowel Sqm 316.99 47548.50

texture in approved shade over a coat of base texture that is natural shade

10.9 NS with stne dust without chips acrylic primer along with repair check with exterior 1670 150.00

grade putty as directed by Engineer-in-charge.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade

New work (Two or more coats applied @ 1.43 ltr/10 sqm. over and including sqm 94.95

10.10.1 13.47.1 base coat of water proofing cement paint applied @ 2.20 kg/10 sqm). 11976

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 22 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

New work (One or more coats applied @ 1.43 ltr/10 sqm. over and including sqm 47.48 568620.48

base coat of water proofing cement paint applied @ 2.20 kg/10 sqm). 11976.00

Wall painting with premium acrylic emulsion paint of interior grade, 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

One or More coats Sqm 8872.14 37.68 334302.24

Painting with synthetic enamel paint, having VOC (Volatile Organic

Compound) content less than 150 grams/ litre, of approved brand and

manufacture, including applying additional coats wherever required to achieve

even shade and colour.

One or More coats Sqm 1511.09 35.80 54097.02

Applying priming coats with primer of approved brand and

manufacture,having low VOC (Volatile Organic Compound) content.

With ready mixed pink or grey primer on wood work (hard and soft wood) Sqm 36.10 81333.30

having VOC content less than 50 grams/ litre

With ready mixed red oxide zinc chromatic on steel / iron works having VOC Sqm 30.80 27165.60

content less than 250 grams/ litre

With water thinnable cement primer on wall surface having VOC content less Sqm 35.85

than 50 grams/litre

Providing & Fixing PVC Guard minimum 150 mm wide with extruded Sqm 1117.38

10.14 NS aluminium base including all accessories per approved design all complete as 1121

per direction of Engineer-In-Charge.

Providing and fixing Terracotta coloured precoated with silicon, brick faced Sqm 1570.08

tiles of size 230x75x15mm of approved make & fixed at all heights as per

approved design for veneering work on wall and dado fixed with a grout of

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

pointing to matching shade complete in all respects as per direction of the

Engineer-in-charge.

Providing and fixing Glass mossaic tiles at finished plain wall surface of size Sqm 1752.60

20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as

per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the

10.16 11.53 wall surface with the help of approved adhesive applied at the rate of 2.5 kg 133

per sqm and grouting of the same. The rate is inclusive of all operation,

material and required pattern approved by Engineer-in-Charge:

10.17 13.37 White washing with lime to give an even shade:

10.17.1 13.37.1 New work (three or more coats) Sqm 770 770.00 16.20 12474.00

10.18 13.39 Colour washing such as green, blue or buff to give an even shade:

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 23 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

New work (two or more coats) with a base coat of white washing with lime Sqm 22.05

Finishing with Epoxy paint (two or more coats) at all locations prepared and

10.19 13.52 applied as per manufacturer's specifications including appropriate priming

coat, preparation of surface, etc. complete.

10.20 13.50 Applying Prime Coat:

With ready mixed pink or grey primer of approved brand and manufacture on Sqm 32.95 49425.00

wood work ( hard and soft wood)

Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1

cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1

white cement : 2 stone dust) with an admixture of pigment, matching the

stone shade, jali slab without any chamfers etc.

10.21.1 7.33.2 White sand stone) Sqm 18 9548.25

FINISHING WORK Sub Head Total 2896799.53 79882.50

11.0 SUB HEAD-XI :- ALUMINIUM WORK

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

11.1 21.1 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 / panelling, C.P. brass /

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

directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be

paid for separately) :

11.1.1 21.1.1 For fixed portion

Powder coated aluminum (minimum thickness of powder coating 50 micron) Kg 377.75

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)

Powder coated aluminum (minimum thickness of powder coating 50 micron) Kg 435.75

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

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

11.3 21.3 the architectural drawings and the directions of engineer-in-charge. (Cost of

aluminium snap beading shall be paid in basic item):

11.3.1 21.3.1 With float glass panes of 4.0 mm thickness Sqm 176 828.75

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 24 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

11.3.2 21.3.2 With float glass panes of 5.50 mm thickness Sqm 3372 661.60 1054.20 697458.72

11.4 NS EXTRA FOR TOUGHENING 5.5 MM GLASS Sqm 313 581.48

Extra for Providing and fixing Single Glazing 6 mm thick toughened glass ST Sqm 800.40

450 from Saint Gobain or equivalent complete in all respects as per direction

of the Engineer-in-charge. (Required properties Solar factor 0.43, U-Value

(W/sq.m-K) 5.6, Visible light transmittance 0.43)

Providing and fixing fly proof SS wire gauge to windows and clerestory Sqm 1264.98

windows using wire gauge with average width of aperture 1.4 mm in both

directions with wire of dia 0.63 mm all complete With 12 mm SS U beading.

Filling the gap in between aluminum frame & adjacent RCC/ Brick/ Stone

work by providing weather silicon sealant over backer rod of approved quality

as per architectural drawings and direction of Engineer-in-charge complete.

Providing and fixing anodised aluminium grill (anodised transparent or dyed to Kg 403.35

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

11.8 21.17 mm centre to centre, including cutting the grill to proper opening size for fixing 3258

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).

Providing and fixing double glazed hermetically sealed glazing in aluminium Sqm 3487.10

windows, ventilators and partition etc. with 6 mm thick clear float glass both

side, having 12 mm air gap, including providing EPDM gasket, perforated

aluminium spacers, desiccants, sealant (Both primary and secondary sealant)

etc. as per specifications, drawings and direction of Engineer-in-charge

Providing and supplying aluminium extruded tubular and other aluminium Kg 338.25

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

Designing, fabricating, testing, protection, installing and fixing in position semi Sqm 2556.15

(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:

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 25 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

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)- cumsmoke 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.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 26 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

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,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-incharge. 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

Engineer-in-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

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.”

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 27 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05

testing method for a range upto 2000 ml”

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

(35psi) upto 2000ml”

Providing, assembling and supplying vision glass panels (IGUs) comprising of

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 tube12mm 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 Sqm 4090.95

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 %, 216

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.

Extra for openable side / top hung vision glass panels (IGUs) including Sqm 3062.25

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

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 28 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing, fabricating and supplying shadow box of required size and shape, Sqm 1634.50

for fixing in the spandrel portion of the structural glazing, in linear as well as

curvilinear portions of the building by providing semi -rigid, inorganic, non-

combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183

and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded

on surface # 1of the fibre glass insulation layer), of black nonwoven fibre

glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60

gm / sqm, made of randomly oriented glass fibres distributed in a binder by a

wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing

using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc

Providing and fixing Toilet Cubicle (of following standard dimension which Sqm 5631.50

includes 600 mm door size width) made of heat, bacteria, water, chemical,

scratch, impact and anti bacterial resistant 12 mm thick solid compact

laminate panels Finish of the compact laminate should be raw silk which

include doors, pilasters and intermediate panels finished with approved

texture/shade as per the detail drawing and as per IS 2046 (Indian Standard)

11.15 NS and as per fire retardant BS-476/97 standard. 86

This also includes providing and fixing in position necessary hardware made

out of Stainless Steel (Grade 304) as per manufacturer's specifications and

EIC instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn

lockset indicators, (4) Coat hooks, (5) U- Channels, (6) SS Shoe Box Plate,

(7) MS-Base Plate, (8) Rubber noise deafening tape, (9) Screws and wall

Toilet Cubicle with standard dimension of 1840 mm Height x 1000 mm width x

1550 mm Depth, which include 600 mm door size width).

Toilet Cubicle I- Shape (Front Partion) with standard dimension of 1840 mm

Height x 1000 mm width which includes 600 mm door size width).

Providing and fixing anodised aluminum (anodised transparent or dyed to Kg 312.20

required shade according to IS: 1868. Minimum anodic coating of grade AC

15) sub frame work for windows and ventilators with extruded built up

standard tubular sections of approved make conforming to IS: 733 and IS:

1285, fixed with dash fastener of required dia and size (Dash fastener to be

paid for separately).

Providing and fixing Reflective Single Glazing 6 mm thick toughened glass Sqm 2446.76

EVO series ET 425 option from Saint Gobain or equivalent complete in all

11.17 NS respects as per direction of the Engineer-in-charge. (Required properties 22

Solar factor 0.25, U-Value (W/sq.m-K) 3.8, Shading Coeffiecient 0.28)

ALUMINIUM WORK Sub Head Total 790646.22

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 29 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

12.0 SUB HEAD - XII - WATER PROOFING WORK

Providing and laying water proofing treatment in sunken portion of WCs, Sqm 283.10

bathroom etc., by applying cement slurry mixed with water proofing cement

compound consisting of applying : a) First layer of slurry of cement @ 0.488

kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This

layer will be allowed to air cure for 4 hours. b) Second layer of slurry of

12.1 22.5 cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 889

0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with

water curing for 48 hours. The rate includes preparation of surface, treatment

and sealing of all joints, corners, junctions of pipes and masonry with polymer

Providing and laying foam concrete filling in sunken portion of W.C. & kitchen Cum 4036.65

with approved quality of materials including supply of labour, material, and

tools and plant etc. required for proper completion of the work as per direction

of Engineer-in-charge.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 30 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

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 300

mm height including cleaning the surface before treatment. b) Laying brick

bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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

12.3 22.7 including rounding of junctions of walls and slabs c) After two days of

proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of

cement admixed 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 3 mm 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

Engineerin-Charge

With average thickness of 120 mm and minimum thickness at khurra as 65 Sqm 1019.05

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

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

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

12.4.1 12.21.1 In 75x75 mm deep chase Metre 1751 143.10

Making khurras 45x45 cm with average minimum thickness of 5 cm cement Each 186.65

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

mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12

mm 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.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 31 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and Placing in position suitable PVC water stops conforming to

IS:12200 for construction/ expansion joints between two RCC members and

fixed to the reinforcement with binding wire before pouring concrete etc.

12.6.1 22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) Metre 162 490.20

Providing and laying integral cement based treatment for water proofing on

horizontal surface at all depth below ground level for under ground structures

as directed by Engineer-in-Charge and consisting of : i) Ist layer of 22 mm to

25 mm thick approved and specified rough stone slab over a 25 mm thick

base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water

proofing compound conforming to IS:2645 in the recommended proportion

12.7 22.1 over the leveling course (leveling course to be paid separately). Joints sealed

and grouted with cement slurry mixed with water proofing compound. ii) 2nd

layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with

water proofing compound in recommended proportions. iii) Finishing top with

stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm

thoroughly embedded in the 2nd layer.

12.7.1 22.1.1 Using rough kota stone. Sqm 74 1022.45

Providing and laying integral cement based treatment for water proofing on

the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with

cement slurry mixed with water proofing compound conforming to IS:2645 in

recommended proportions with a gap of 20 mm (minimum) between stone

slabs and the receiving surfaces and filling the gaps with neat cement slurry

12.8 22.2 mixed with water proofing compound and finishing the exterior of stone slab

with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat

cement punning mixed with water proofing compound in recommended

proportion complete at all levels and as directed by Engineer-in-charge :

12.8.1 22.2.1 Using rough kota stone. Sqm 198 1243.25

12.9 22.14 Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate Cum 5570.55

20 mm nominal size)

Extra for providing and mixing water proofing material in cement concrete per 50 kg 48.15 55228.05

12.10 4.12 work in doses by weight of cement as per manufacturer’s specification. cement 1147 1147.00

WATER PROOFING WORK Sub Head Total 55228.05

13.0 SUB HEAD-XIII :- MISCELLANEOUS WORK

Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt Metre 38.15 9537.50

13.1 6.44 clay F.P.S. (non modular) bricks of class designation 7.5 including grouting 648 250.00

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

Digitally signed by

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Signature of Contractor With Seal Page 32 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing fire hose cabinet door 1200x1500 mm with 40x75x14 Kg 3467.06

gauge pressed steel door frame with 25x5x100 mm M.S. holdfast fixed in

concrete block in masonry, including shutters of 40x75x14 gauge pressed

13.2 NS steel stiles including 4 mm thick clear glass fixed with 12x12 mm M.S. 180

beading, fixing 75x40 mm brass hinges, Welding a 40x6mm M.S. flat on the

right shutter, including 2 coats of approved steel primer and synthetic enamel

paint of approved quality and shade, complete as per drawing.

Providing, precast cement concrete Jali 1 : 2 : 4 (1 cement : 2 coarse sand : 4

graded stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild

steel wire including centering and shuttering, roughening, cleaning, fixing and

finishing in cement mortar 1:3 (1 cement : 3 fine sand) etc. complete

excluding plastering of the jambs, sills and soffits.

Providing & fixing Chicken wire mesh on joints of RCC & Brick work before Sqm 126.80

plastering complete in the direction of Engineer-in-charge.

Providing and fixing at or near ground level precast cement concrete in kerbs,

edgings etc. as per approved pattern and setting in position with cement

13.5 4.6 mortar 1:3 (1 cement :3 coarse sand) including the cost of required centring,

shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement

: 3 fine sand) on surfaces complete.

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal Cum 5714.95

Providing, supplying , installing and commissioning bulb type water fountain each 148588.41

with coloured musical lights

MISCELLANEOUS WORK Sub Head Total 9537.50

14.0 SUB HEAD-XIV : ACOUSTICS

14.1 MAIN HALL

14.1.1 A ACOUSTICAL FLOORING

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 33 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

STAGE FLOORING: Providing and fixing 75x25 mm teakwood plank Sqm 4234.77 457355.16

(1500mm long) flooring with tongue and groove joints (concealed screwing

and minimum length 1.5m) on two layers of 12mm thick water proof marine

ply, plywood bonded with phenolic resin with half headless GI nails/steel

screws wherever necessary, with joints staggered with 2nd layer glued and

screwed to the first, fixed with wooden screws to teakwood joists framework

comprising 75x50mm teakwood joist 900mm centre to centre in one direction

and 50x50mm teak wood battens 400mm centre to centre on other direction,

teakwood joists resiliently supported on 150 x 150mm pads of 7.5mm nominal

14.1.1.1 NS thickness of waffle, neoprene pad ribbed (50 p.s.i. grade) and 50x50x6mm 108 108.00

thick MS angle cleat fixed with 150mm long with 10mm dia. GI bolts and

expansion fasteners, over floor slab 900x900 centre to centre, support

locations including providing and applying a coat of ready mixed aluminum

primer and a coat of synthetic enamel paint both of approved brand and

manufacturer over exposed surfaces and edges of marine ply. Entire work to

be done complete as per drawings, specifications and direction of Engineer-in-

Charge including wax polishing of teak wood planks after filling wood filler and

sand papering up to smooth finish in natural color.

Stage Floor - Moulding : Providing and fixing 145x50mm teakwood

HALL FLOORING:- Providing & fixing of the cut pile designed carpet with Sqm 1515.60 771440.40

8mm profile underlay in the aisles and gangway complete with adhesive after

rectification of the floor.

Specification of Carpet:

Construction - cut pile wilton weave

Fiber - 2 ply twisted yarn pp

Pile wt - 1100 grams / meter

Pile ht - 5 to 6mm

Color fastness - As per international standards teakwood

14.1.2 B ACOUSTICAL WALL PANELLING

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 34 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing Acoustic Wood based panels with lineal perforations to Sqm 5646.36 1818127.92

be fixed on walls/ ceiling.The panels shall be fire resistant grade with

melamine laminate panels 2430mm x 128mm x16mm wirh 2mm slats at 32

mm pitch, Toungue and Groove edges for seamless mounting having density

of 800kg/m3 (base panel confirming to IS 12406 and lamninated panel

confirming to IS 14587) . The back of the panels are perforated with 10mm

diameter circular holes with a nonwoven fabric covering of 0.2mm for

providing Sound absorption via the acoustic impedance method.Panel is to

be fixed on Anutone Strut CC18 framework with screw fixed horizontal /

vertical to wall at every 600mm c/c with centre & edge bracket in tongue &

groove system on CC18 framework. The cavity of framework should be

inserted with polyster fibre AnutoneSynth AW 10x25 with surface density of

1000 gsm and alongwith all accessaries and direction of Engineer in charge.

Providing and supplying Acoustical Wall Panelling’ with square edges made Sqm 5646.36 615453.24

of fibre glass substrate 25mm thick and wrapped on the front side with an

acoustically transparent and fire-resistant fabric with an option of colours as

per the choice of the Architect/ Person in-charge of size 2100x600 or

1200x600 or 600x600 mm providing a minimum sound absorption level of

0.90 NRC to be affixed to wall using Wall panel impalers supplied by M/s

Armstrong Industries India Pvt. Ltd and construction adhesives as per the

instructions laid down by the manufacturer.Installation: Armstrong wall panel

impalers of adequate quantity as specified by the manufacturer shall be fixed

to the wall surface using self tapping screws. Silica based construction

adhesive shall be dabbed on to the projecting elements (spikes) of the

Acoustic Treatment for Stage both Sides & Back wall: Providing and fixing Sqm 3679.05 437806.95

of magnesite bonded woodwool panels made with superfine wood fibres &

gypsum, were patented with magnesite cement, edge profiles consist of

Radius, Chamfer, Tongue-Groove & H-Spline groove, having density

400kg/m3, Acoustic NRC upto 0.90, eco-friendly, Fire Ratings - Non-

14.1.2.3 combustibility At 750 oC, Thermal Resistance, Water Vapour Diffusion 119

Resistant,size 600x600/1200/2400x25mm installed on Strut Csystem requires

unfastening and refastening of fasteners . The Strut CSystem framework

consisting of CC10 Channels fixed at 600mm centres, Long edges chamfer

and kerfed for H-Spline; Thickness 38 mm installed on Strut C-system with H-

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 35 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing of 8 mm MDF board laser cut jali with design as per Sqm 5052.01 757801.50

drawing to be fixed over the frame work of 48mm GI Stud/ 50mm wooden

battens. The framework to be supported on the wall at a distance of 1800 mm

centre to centre of size as reqd long 35x35x3mm angle cleats of required

length and MS anchor fasteners of size 65mm x10mm dia. The cleats to be

given two or more coats of red oxide primer.The entire work to be executed

14.1.2.4 NS as per the drawings / instructions of the Engineer-in-charge. 150 150.00

The rate includes for all Geometry of wall, openings etc. and for complete

item including all the required approved material, labour and fixing as per

drawings enclosed. The work shall be executed as per specification &

instructions of engineer in charge including cost duco paint of desired shade

Providing and fixing 150 mm border out of 19 mm thick commercial block Sqm 766.72 92773.12

board with 1 mm laminate of reputed make like century, Greenlam as per

approved shade. of approved shade. To be fixed as per the drawings over a

framework of 48mm GI Stud of .55mm thk gypsteel @ 600c/c by means of

35x35x3MM MS angle hold fasts fixed with anchor fastners as per drgs...

14.1.3 C ACOUSTICAL FALSE CEILING

Providing and fixing of Armstrong or equivalent Subtex Nubby Soft Fibre Sqm 1753.34 284041.08

Square edge 15mm for Ceiling of size 595x595x15 mm is to be installed on

framework of Anutone Skelet. Which will comprise of NRC 0.94 base panel

with humidity resistance of 90% RH and light reflectance upto 85% with Leed

14.1.3.1 NS points Green Performance certified. Subtex Nubby Soft Fibre 15mm for 162 162.00

Ceiling tile meet the stringent fire test required having Class ‘A’ rating for

Flame Ignitability test as per ASTM-E-84, with complete framework of

Anutone Skelet as per Installation details given

Providing & fixing Ecco board acoustical panels of NRC 0.90 to be fixed over Sqm 2674.59 120356.55

frame work of 48mm GI studs fixed on the wall. The framework to be filled

with 50mm thick thermal bonded non woven polyster wadding micron fiber of

1000 gm / sqm . The mikron fiber to be held in position with chicken mesh of

18mm & 24SWG. The mikron fiber shall be of Mikasha International/ Sandler.

Providing and fixing of False Ceiling with 1mm thick laminate to be fixed on Sqm 3506.69 662764.41

12mm ply over 2"x2" softwood/40mm stud framework at 2'-0" c/c bothways.

There will be other layer of 4mm thick ply over 12mm ply to give necessary

grooves as per drawing. The framework to be filled with 50mm thick thermal

bonded non woven polyster wadding micron fiber of 1000 gm / sqm . The

mikron fiber to be held in position with chicken mesh of 18mm & 24SWG. The

mikron fiber shall be of Mikasha International/Sandler.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 36 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing of Armstrong or equivalent Subtex Ebony Soft Fibre Sqm 1658.25 104469.75

Square edge 15mm for Ceiling of size 595x595x15 mm is to be installed on

framework of Anutone Skelet. Which will comprise of NRC 0.94 base panel

with humidity resistance of 90% RH and light reflectance upto 85% with Leed

14.1.3.4 NS points Green Performance certified. Subtex Ebony Soft Fibre 15mm for 63 63.00

Ceiling tile meet the stringent fire test required having Class ‘A’ rating for

Flame Ignitability test as per ASTM-E-84, with complete framework of

Anutone Skelet as per Installation details given. (black colour)

Providing and fixing at all height false ceiling including providing and fixing of Sqm 539.14 24261.30

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

galvanised in accordance with zinc coating of grade 350 as per IS : 277 and

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

22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling

with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle

hangers of 25x25x0.55mm of required length, and other end of angle hanger

being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the

rate of 1200mm centre to centre to which the ceiling section 0.5mm thick

button wedge of 80mm with tapered flanges of 26mm each having clips of

10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular

to G.I. channel with connecting clips made out of 2.64mm diax230mm long

14.1.3.5 NS G.I. wire at every junction including fixing the gypsum board with ceiling 45 45.00

section and perimeter channels 0.5mm thick 27mm high having flanges of

20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the

help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws

@ 230mm interval including jointing and fixing to a flush finish of tapered and

square edges of the board with recommended filler, jointing tapes, finisher

and two coats of primer suitable for board as per manufactures 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 drawing and specification and direction of the Engineer in

Charge but excluding the cost of painting with :

Providing and fixing insulation above false ceiling with thermal bonded Sqm 1004.46 654907.92

Polyester fibre 1000 gsm, 50mm thick confirming to 1S:8225 fixed in the

spaces of frame and held in place with wire mesh of 28Gx10 in front complete

as per drawing & direction of Engineer-in-charge.

14.1.4 D ACOUSTICAL DOORS

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 37 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Acoustic Door [1500 (W) x 2100 (H)] : Providing and fixing of teakwood door Sqm 23774.15 475483.00

aluminum frame of section 145mm x 75mm (nominal) along with fire and

smoke Intumescent seal strip of size 12mm x 4mm for 120 minutes fire rated

and Rw 35dB acoustic door with minimum 75mm thickness having infill of

45mm thick resin bonded fibreglass of 48 kg/m3 density sandwiched by two

12mm thick non- combustible fire rated boards (edge to edge on internal

hardwood frame) and cladded with 6mm thick commercial ply facing and 3mm

14.1.4.1 NS sheet rubber interlayer and finished with 1mm thick laminate/as per architect. 20 20.00

The board shall be Resistant to vermin, mould growth, minor impact, abrasion

and short term water attack and shall be off-white in colour with a smooth

surface suitable to receive most forms of decoration. The door shall have

panic bar and acoustic seal in door rebates and drop dead seal at the bottom

of the door. The door closer and coordinator shall be as per architect both for

single and double doors.

14.1.5 E MS STRUCTURAL CATWALK

Supplying, Fabricating & Installing MS Structural Grid for catwalk above false Qtls. 7429.42 81723.62

14.1.5.1 NS ceiling & Procenium as per site Requirement & Drawing 11 11.00

14.1.6 F AUDITORIUM CHAIRS

Providing & Installing Godrej Mercury Chair (2651) or equivalent as per Each 7650.32

14.1.6.1 (i) instruction of EIC. 463

Installing Godrej Mercury Chair (2651) or equivalent as per instruction of EIC. 1912.58 885524.54

ACOUSTICS WORK Sub Head Total 8244290.46

15.0 SUB HEAD-XV :- ROAD WORKS :

Preparation and consolidation of sub grade with power road roller of 8 to 12 Sqm 81.29

tonne capacity after excavating earth to an average of 22.5 cm depth,

dressing to camber and consolidating with road roller including making good

the undulations etc. and re-rolling the sub grade and disposal of surplus earth

with lead upto 50 metres.

Extra for compaction of earth work in embankment under optimum Cum 10.15

15.2 16.2 moisture conditions to give at least 95% of the maximum dry density (proctor 8910

15.3 16.3 Supplying and stacking at site

15.3.1 16.3.1 90 mm to 45 mm size stone aggregate Cum 75 1310.45

15.3.2 16.3.2 63 mm to 45 mm size stone aggregate Cum 800 1348.20

15.3.3 16.3.6 Stone screening 13.2 mm nominal size (type A) Cum 65 1558.15

15.3.4 16.3.7 Stone screening 11.2 mm nominal size (type A) Cum 208 1471.00

15.4 16.4 Laying spreading and compacting stone aggregate of specified sizes to WBM Cum 1448 425.05

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 38 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

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Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete Cum 6848.85 4280531.25

from batching plant. The ready mixed concrete shall be laid and finished with

screed board vibrator , vacuum dewatering process and finally finished by

floating, brooming with wire brush etc. complete as per specifications and

directions of Engineer-incharge. (The panel shuttering work shall be aid for

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

placing in position and binding all complete above plinth level.

15.5.1.1 5.22A.5 Hard drawn steel wire Fabric Kg 13472.00 76.85

PAINTING ROAD / RUNWAY MARKING

Painting runway/taxi track/apron marking with adequate no. of coats to give

uniform finish with road marking paint of superior make as approved by the

15.6 16.47 Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and

other foreign material etc. and lining out complete

Manufacturing, supplying and fixing retro reflective sign boards made up of 2

mm thick aluminum sheet, face to be fully covered with high intensity

encapsulated type heat activated retro reflective sheeting conforming to type -

IV of ASTM-D 4956-01 in blue and silver white or other colour combination

including subject matter, message (bi-lingual), symbols and borders etc. as

per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall

be activated by applying heat and pressure conforming to class -2 of ASTM-D-

4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20

cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along

with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of

size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT

15.7 16.59 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end

and including making holes in pipes, angles flats, providing & fixing M.S.

message plate of required size, steel work to be painted with two or more

coats of synthetic enamel paint of required shade and of approved brand &

manufacture over priming coat of zinc chromate yellow primer (vertical MS-

Tee support to be painted in black and white colours).Backside of aluminum

sheet to be painted with two or more coats of epoxy paint over and including

appropriate priming coat including all leads and lifts etc.

complete as per drawing , specification and direction of Engineer--incharge.

Mandatory/regulatory sign boards of 900 mm diametre with part as length of Sqm 4912.35 201406.35

Cautionary /warning sign boards of equilateral triangular shape having each Sqm 3587.20 75331.20

side of 900 mm with support length of 3650 mm

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 39 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and laying 60mm thick factory made cement concrete interlocking Sqm 602.20

paver block of M-30 grade made by block making machine with strong

vibratory compaction and of approved size and design/shape laid in required

15.8 16.68 colour and pattern over and including 50 mm thick compacted of coarse sand, 639

filling the joints with coarse sand etc. all complete as per direction of engineer-

Providing and laying at or near ground level factory made kerb stone of M-25 CUM 5295.90

grade cement 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 sharp curve shall not be more than

15.9 16.69 5mm) including making drainage opening wherever required complete etc. as 135

per direction of engineer-incharge (length of finished kerb edging shall be

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

engineer-incharge).

Chequerred precast cement concrete tiles 22 mm thick in footpath &

courtyard, jointed with neat cement slurry mixed with pigment to match the

shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick

bed of cement mortar 1:4 (1 cement: 4 coarse sand).

15.10.1 11.20.1 Light shade pigment using white cement Sqm 2093 905.75

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with

15.11 19.6 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 :

Providing dowel bars with sleeve/ tie bars wherever required, laying at site, Metre 495.29

spreading and compacting mechanically by using needle and surface

vibrators, levelling to required slope/ camber, finishing with required texture,

including steel form work with sturdy M.S. channel sections, curing, making

provision for contraction/ expansion, construction & longitudinal joints ( 10

mm wide x 50 mm deep) providing Expansion/Contraction arrangements with

PVC Pipe and cap as per specification.Filling joints with approved joint filler

and sealants, complete all as per direction of Engineerin-charge (Item of joint

fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).

Providing and fixing in position pre-moulded joint filler in expansion per cm per cm depth 2.45 19845.00

depth joints. per cm width

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 40 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and laying in position bitumen hot sealing compound for expansion

Using grade ‘A’ sealing compound. per cm depth per 2.05 16605.00

ROAD SUB HEAD TOTAL 4612299.80

16.0 SUB HEAD-XVI :- HORTICULTURE & LANDSCAPING

Trenching in ordinary soil up to a depth of 60 cm including removal and Cum 37.10

stacking of serviceable materials and then disposing of surplus soil, by

spreading and neatly leveling within a lead of 50 m and making up the

trenched area to proper levels by filling with earth or earth mixed with sludge

or/and manure before and after flooding trench with water (excluding cost of

imported earth, sludge or manure).

Supplying and stacking of good earth at site including royalty and carriage up Cum 308.35 852896.10

16.2 23.2 to 1 km (earth measured in stacks will be reduced by 20% for payment). 2826 2766.00

Supplying and stacking at site dump manure from approved source, including

16.3 23.4 carriage up to 1 km (manure measured in stacks will be reduced by 8% for

16.3.1 23.4.1 Screened through sieve of I.S. designation 20 mm Cum 247 167.60

16.3.2 23.4.2 Screened through sieve of I.S. designation 16 mm Cum 247 184.85

16.3.3 23.4.3 Screened through sieve of I.S. designation 4.75 mm Cum 247 198.65

16.4 23.7 Fine dressing of the ground 100 Sqm 560 175.30

Spreading of sludge, dump manure and / or good earth in required thickness Cum 25.15

16.5 23.8 as per direction of Officer-in-charge (Cost of sludge, dump manure and / or 739

good earth to be paid separately).

Mixing earth and sludge or manure in the required proportion specified or Cum 17.25

directed by the Officer-in-charge.

Grassing with selection No.1 grass including watering and maintenance of the

lawn for 30 days or more till the grass forms a thick lawn, free from weeds

and fit for mowing including supplying good earth, if needed (the good earth if

needed shall be paid for separately).

16.7.1 23.10.1 In rows 5 cm apart in both directions 100 Sqm 100 841.25

Grassing with selection No.1 grass including watering and maintenance of the

lawn for 30 days or more till the grass forms a thick lawn, free from weeds

and fit for mowing including supplying good earth, if needed (the good earth if

needed shall be paid for separately).

16.8.1 23.14.1 Holes 1.2 m dia and 1.2 m deep Each 169 211.90

16.8.2 23.10.2 Holes 90 cm dia, and 90 cm deep Each 422 90.90

16.8.3 23.14.3 Holes 60 cm dia, and 60 cm deep Each 91 28.00

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 41 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

16.8.4 23.10.4 Holes 45 cm dia, and 45 cm deep Each 107 12.15

Supply & Planting best quality trees inclusive of cultivation of trees bead to

16.9 NS required depth. All trees / plants to be approved before planting including

watering & maintenance for 180 days.

16.9.1 NS AZADIRACHTA INDICA (Height 10'-12') Each 81 1151.06

16.9.2 NS ALSTONIA SCHLORIS (Height 10'-12') Each 21 1151.06

16.9.3 NS CASSIA FISTULA (Height 8'-10') Each 22 1151.06

16.9.4 NS CHORISIA SPECIOSA (Height 8'-10') Each 23 1151.06

16.9.5 NS FICUS INFECTORIA (Height 8'-10') Each 31 1151.06

16.9.6 NS GREVILLEA ROBUSTA (Height 8'-10') Each 301 1151.06

16.9.7 NS PLUMERIA ALBA (Height 8'-10') Each 15 1151.06

16.9.8 NS WASHINGTONIA FILIFERA 1.4 stem Each 60 1151.06

16.9.9 NS KAGELIA PINNATA (Height 8'-10') Each 19 1151.06

16.9.10 NS MIMOSOPS ELENGI (Height 8'-10') Each 35 1151.06

16.9.11 NS LAGERSTROEMIA FLOSREGINA (Height 8'-10') Each 3 1151.06

16.9.12 NS ERICA PALM (Height 6'-8') Each 3 1151.06

16.9.13 NS MANGOES (Height 5'-6') Each 58 575.53

16.9.14 NS FICUS LONGISLAND Each 199 690.44

16.9.15 NS ACLYPHA WILKINSANA Each 347 920.26

16.9.16 NS KARUNDA/BOUGENVILIA Each 35 920.26

16.9.17 NS PLUMBEGO Each 64 1151.06

16.9.18 NS EUPHORIA MILLI Each 23 1151.06

16.9.19 NS CHANDANI (TABERNEMONTANA CORONARIA) (Height 1'-2') Each 83 920.26

16.9.20 NS IRISCENE Each 597 690.44

16.9.21 NS MELIA AZERDARCH Each 2 1151.06

HORTICULTURE & LANDSCAPING SUB HEAD TOTAL 852896.10

GRAND TOTAL (CIVIL WORKS) 11925441.06 9838557.37

GRAND TOTAL (CIVIL WORKS) 11925441.06 9838557.37

II PLUMBING & ALLIED WORKS

1.0 SUBHEAD-I : SANITARY FIXTURES & CP BRASS FITTINGS

Providing and fixing water closet squatting pan (Indian type WC pan) with

100mm sand cast Iron P or S Trap, 10 litre low level white PVC flushing

1.1 17.1 cistern with manually controlled device (handel lever), conforming to IS 7231,

with all fittings & fixtures complete including cutting and making good the walls

and floors wherever required.

White vitreous china Orissa pattern WC pan of size 580 x 440mm with Each 3392.80

1.1.1 17.1.1 intergal type foot rests. 5

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 42 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing white vitreous china pedestal type water closet

(European type) with seat and lid, 10 litre low level white PVC flushing

cistern including flush pipe, with manually controlled device (handle lever),

conforming toIS: 7231, with all fittings and fixturescomplete, including cutting

and making good the walls and floors wherever required:

1.2.1 17.2.1 E.W.C. pan with ISI marked white solid plastic seat and lid Each 151 3317.30

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:

White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm Each 2331.15

C.P. brass pillar taps

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 :

1.4.1 17.10.1.2 Kitchen sink with drain board 510x1040 mm, bowl depth 225mm. Each 32 4 6779.20 27116.80

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C.

waste fittings complete.

1.5.1 17.28.2 Flexible pipe

Providing and fixing mirror of superior glass (of approved quality) and of

1.6 17.32 required shape and size with plastic moulded frame of approved make and

shade with 6 mm thick hard board backing :

1.6.1 17.32.3 Oval shape 450x350 mm (outer dimensions) Each 89 783.95

1.6.2 17.32.4 Rectangular shape 1500x450 mm. Each 59 1332.45

Providing and fixing PTMT Bottle Trap for Wash basin and sink.

Bottle trap 31mm single piece moulded with height of 270 mm, effective Each 494.90

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.

Bottle trap 38 mm single piece moulded with height of 270 Each 518.15

mm, effective 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

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 43 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing white vitreous china extended wall mounting water closet Each 10100.90

of size 780x370x690 mm of approved shape including providing & fixing white

vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre

(adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts,

bolts and gasket etc complete.

Supply, installation, testing & commissioning of white vitreous china urinal Each 13372.96

basin (Make Parryware Model No. C8182 or equivalent) with C.I. Hangers,

C.P. spreader with short bent, electronic flush valve comprising of electronic

& electrical items including infrared photo cells eyes, electronically operated

solenoid valve, step down equipment, (Battery) concealed copper piping etc.

1.9 NS & any other item required to provide satisfactory functioning 40 mm C.P. 86

brass domical waste, 40 mm C.P. Cast brass bottle trap (Make Jaquar Model

No. 777 or equivalent) and pipe to wall with C.P. flange complete including

cutting and making good the walls and floors wherever required.

Supply, Installation, Testing & Commissioning of UNDER COUNTER WASH Each 1667.49

1.10 NS BASIN of model number :CNS-WHT-703 (410x505X185) (JAQUAR) or 200

approved equivalent make .(Oval Shape)

Providing and fixing C.P. brass bib cock of approved quality conforming to

1.11.1 18.49.1 15 mm nominal bore Each 207 459.50

Providing and fixing C.P. brass long body bib cock of approved quality

1.12 18.51 conforming to IS standards and weighing not less than 690 gms.

1.12.1 18.51.1 15 mm nominal bore Each 115 610.65

Providing and fixing C.P. brass stop cock (concealed) of standard design and

of approved make conforming to IS:8931.

1.13.1 18.52.1 15 mm nominal bore Each 320 619.75

Providing and fixing C.P. brass angle valve for basin mixer and geyser points

of approved quality conforming to IS:8931

1.14.1 18.53.1 15 mm nominal bore Each 86 507.70

1.15 18.58 Providing and fixing PTMT grating of approved quality and colour.

1.15.1 18.58.1 Circular Type

1.15.1.2 18.58.1.2 125 mm nominal dia with 25 mm waste hole Each 320 57.35

Providing and fixing C.P. Central Hole Basin Mixer Jaquar Cat. No. FLR- Each 2776.62

5167NB or approved equivalent.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 44 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Supply, Installation, Testing & Commissioning of 15 mm nominal bore Pillar Each 1221.67

Cock long neck with aerator of Model Jaquar CON 021 KN or approved

make conforming to IS:8931 complete with Supporting Accessories etc.

Providing and fixing 15mm C.P. copper connecting pipe 450mm long with Each 282.32 28232.00

1.18 NS C.P. brass nuts, washers complete in all respects. (Jaquar Cat No. ALD 200 100

803AB or approved equivalent)

Providing and fixing C.P. cast brass twin coat hooks fixed to PVC rawl plug Each 515.11 11847.53

1.19 NS with SS screws Jaquar (Cat. No. ACN-1161N) or approved equivalent. 135 23

Providing and fixing health faucet with 1 m long flexible tube and wall hook Each 1337.30

1.20 NS including all fittings (Jaquar Cat No.ALD 573) or approved equivalent. 207

Providing and fixing white vitreous china urinal partition with expandable

1.21 NS anchor fasteners with C.P. brass bolts and washers complete, including

cutting and making good the walls where required.

1.21.1 Division plate Parryware Cat No. C0507 or approved equivale Each 77 2674.59

Providing and fixing 15mm C.P brass mixing fitting for kitchen sink with

1.22 NS swinging spout complete. Including cutting and making good the walls

wherever required

C.P. brass mixing fitting Jaquar cat. No. CON-319KN or approved equivalent. Each 2738.98

Providing and fixing toilet paper holder including cutting and making good the Each 728.08

1.23 NS walls where required. Make-CERA CA209 or equivalent. 45

Providing and fixing Grab bar including all fittings complete.(Jaquar Cat. No.- Each 1649.33 4947.99

1.24 NS AHS-1507 or equivalent) 3 3

Providing and fixing shower set comparising of following including cutting and

making good the walls where required

1.24.1 ii) One No. CP Brass over head shower with arm Jaquar Model OHS-1709 +

1.24.1.1 Shower set as described above Each 43 5700.84

Providing and fixing of C.P. Over head shower (Make Jaquar Cat No. OHS-

1.25 1989 or equivalent) fixed with C.P. brass screws complete in all respects.

1.25.1 NS Shower set as described above Each 72 1485.88

Providing and fixing of C.P. brass soap dish (Make Jaquar Cat No. ACN- Each 643.88

1.26 NS 1131N or equivalent) fixed with C.P. brass screws complete in all respects. 115

Providing and fixing of liquid soap dispenser fixed with C.P. brass screws

1.27 complete in all respects.

1.27.1 NS Liquid soap dispenser set Each 45 12 495.29 5943.48

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 45 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing PTMT liquid soap container 109mm wide, 125mm high Each 228.85

and 112mm distance from wall of standard shape with bracket of the same

materials with snap fittings of approved quality and colours weighing not less

Providing and fixing of C.P. brass 600 mm size towel rail (Make Jaquar Cat Each 1287.77

1.29 NS No. ACN-1111NM or equivalent) fixed with C.P. brass screws complete in all 45

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 Each 228.85

mm wide with minimum distances of 37 mm from wall face with concealed

fittings arrangement of approved quality and colour, weighing not less than 88

Providing and fixing PTMT towel rail complete with brackets fixed to wooden

1.31 17.73 cleats with CP brass screws with concealed fittings arrangement of approved

quality and colour.

450 mm long towel rail with total length of 495 mm, 78 mm Each 483.45

1.32 17.73.1 wide and effective height of 88 mm, weighing not less than 70

Providing & Fixing Hand drier in ruwgd multiple stobed, multiple steel Each 12074.62 120746.20

enclouser with one bracket for firm wall fixture, Im sheathed three coat flexible

cable with 3 pin 15 A plugs top along with lock & key and of shed approved by

Supply, Installation, Testing & Commissioning of at site uPVC / steel

Multi Inlet trap 63/50mm Diameter 200mm Depth and outlet connections to

1.34 NS pipes with Cockroach Protection for multi inlet trap matching the multi floor 9

level using solvent cement complete as required including provision of

150x150mm CP Brass or Stainless Steel Gratings for multi floor trap

Sub Head-I Total 27654.05 171717.20

2.0 SUBHEAD-II : SOIL, WASTE & VENT PIPES

Providing and laying in position cement concrete of specified grade excluding

2.1 4.1 the cost of centering and shuttering - All work up to plinth level :

1:2:4 ( 1cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal Cum 5466.30

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. :

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 46 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

2.3 17.35 Providing and fixing soil, waste and vent pipes.

100 mm dia - Centrifugally cast (spun) Iron & spigot (S&S) pipe as per Metre 917.75

Providing and fixing bend of required degree with access door, insertion

rubber washer 3 mm thick, bolts & nuts complete.

2.4.1 17.38.1.2 100 mm dia sand cast iron S&S as per IS: 3989 Each 112 385.70

2.5 17.39 Providing and fixing plain bend of required degree.

2.5.1 17.39.1.2 100 mm dia sand cast iron S&S as per IS: 3989 Each 188 335.75

2.6 17.40 Providing and fixing heel rest sanitary bend.

2.6.1 17.40.1.2 100 mm dia sand cast iron S&S as per IS: 3989 Each 67 22 371.75 8178.50

2.7 17.42 Providing and fixing double equal plain junction of required degree.

2.7.1 17.42.1.2 100x100x100x100 mm sand cast iron S&S as per IS: 3989 Each 49 748.10

Providing and fixing single equal plain junction of required degree with access

2.8 17.43 door, insertion rubber washer 3 mm thick, bolts & nuts complete.

2.8.1 17.43.1.2 100x100x100 mm sand cast iron S&S as per IS: 3989 Each 76 623.80

2.9 17.44 Providing and fixing single equal plain junction of required degree.

2.9.1 17.44.1.2 100x100x100 mm sand cast iron S&S as per IS: 3989 Each 70 576.20

2.10 17.56 Providing and fixing terminal guard.

2.11 17.57 Providing and fixing collar.

2.11.1 17.57.1.2 100 mm sand cast iron S&S as per IS: 3989 Each 195 318.35

Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) pipes

and fittings of diameter.

Providing lead caulked joints to sand cast iron rain water pipes and fittings

Providing and fixing trap of self cleansing design with screwed down or hinged

with or without vent arm complete, including cost of cutting and making good

the walls and floors.

2.14.1 17.60.1 100 mm inlet and 100 mm outlet

2.14.1.1 17.60.1.1 100 mm inlet and 100 mm outlet SCI S&S as per IS: 3989 Each 321 982.55

Painting sand cast iron/ centrifugally cast (spun) soil, waste, vent pipes and

fittings with two coat of synthetic enamel paint of any colour such as chocolate

2.15 17.65 grey, or buff etc. over a coat of primer (of approved quality) for new work.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 47 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing G.I. Pipes complete with G.I. Fittings and clamps,

2.16 18.10 including cutting and making good the walls etc. (Internal work)- exposed on

2.16.1 18.10.4 32 mm dia. nominal bore Metre 45 343.20

2.16.2 18.10.6 50 mm dia. nominal bore Metre 45 527.20

Painting GI pipes and fittings with two coats of anti-corrosive bitumastic paint

of approved quality.

2.17.1 18.40.4 32 mm dia. nominal bore Metre 45 10.40

2.17.2 18.40.6 50 mm dia. nominal bore Metre 45 14.15

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 Each 41.10

2.18 12.44 cm diameter and weighing not less than 440 grams. 213

2.19 NS Providing and fixing soil, waste and vent pipes.

2.19.1 150 mm dia Centrifugally cast (spun) Iron S&S as per IS: 3989 Metre 613 1505.70

2.20 NS Providing and fixing plain bend of required degree.

2.20.1 150 mm dia Centrifugally cast (spun) Iron S&S as per IS: 3989 Each 54 1050.02

2.21 NS Providing and fixing single equal plain junction of required degree.

2.21.1 150x150x150 mm Centrifugally Cast (spun) Iron S&S IS: 3989 Each 50 1525.51

2.22 NS Providing and fixing single unequal plain junction of required degree.

2.22.1 150x150x150 mm Centrifugally Cast (spun) Iron S&S IS: 3989 Each 50 1466.07

2.23 NS Providing and fixing collar.

2.23.1 150 mm Centrifugally cast (spun) Iron S&S as per IS: 3989 Each 99 832.10

Painting sand cast iron/ centrifugally cast (spun) soil, waste, vent pipes and

2.24 NS fittings with paint of any colour such as chocolate grey, or buff etc. over a coat

of primer (of approved quality) for new work.

2.24.1 150 mm diameter pipe Metre 613 59.44

Providing and fixing G.I. inlet fitting with 1 or 2 inlets fabricated from 100 mm Each 460.62

2.25 NS dia G.I. pipes and welded G.I. sockets fixed to C.I. trap with lead caulked joint 127

and set in cement concrete as per drawing complete.

Providing and fixing cast brass clean out plug with suitable insert keys for

2.26 NS opening, male threaded joint with G.I. socket caulked to HCI soil pipe or

C.I.(LA) pipe including cost of lead joint.

2.26.1 100 mm diameter pipe Each 100 866.77

2.26.1 150 mm diameter pipe Each 61 1218.42

Providing and fixing in position 100x50 mm GI reducing elbow including fix to Each 1223.38

2.27 NS floor with cement mortar. 153

Providing and fixing in position 125x125 mm stainless steel grating for floor Each 158.49

2.28 NS trap/floor drain including fix to floor with cement mortar. 362

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 48 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing uPVC agricultural pipes conforming to IS:4985 Class V (6

kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and

2.29 NS screwed adoptors jointing with solvent cement joint as per manufacturers'

recommendations. [for Rain Water Pipes]

2.30 NS Providing and fixing double unequal plain junction of required degree.

150x150x100x100 mm Centrifugally cast (spun) Iron S&S IS: 3989 Each 2278.36

2.31 NS Providing and fixing double equal plain junction of required degree.

2.31.1 150x150x100x100 mm Centrifugally cast (spun) Iron S&S IS: 3989 Each 54 2511.14

2.32 NS Providing and fixing heel rest sanitary bend.

2.32.1 150 mm dia Centrifugally cast (spun) Iron S&S as per IS: 3989 Each 59 1272.91

Providing and fixing single unequal plain junction of required degree with

2.33 NS access door, insertion rubber washer 3 mm thick, bolts & nuts complete.

2.33.1 150x150x100 mm Centrifugally cast (spun) Iron S&S IS: 3989 Each 101 1545.32

Providing and fixing single equal plain junction of required degree with access

2.34 NS door, insertion rubber washer 3 mm thick, bolts & nuts complete.

2.34.1 150x150x150 mm Centrifugally cast (spun) Iron S&S IS: 3989 Each 101 1604.75

2.35 NS Providing and fixing terminal guard.

2.35.1 150 mm Centrifugally cast (spun) Iron S&S as per IS: 3989 Each 55 703.32

Providing and fixing Balcony drain with round plastic grating of 100 mm dia. Each 1139.18 28479.50

and 50 mm outlet including setting with cement concrete 1:2:4 (1 cement : 2

coarse sand: 4 hand stone ballast 20 MM nominal size) including cutting and

making good the floor & wall wherever required complete in all respects.

SOIL, WASTE & VENT PIPES Sub Head Total 33817.15 29582.03

3.0 SUBHEAD-III: WATER SUPPLY WORK

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

3.1 18.7 includes jointing of pipes & fittings with one step CPVC solvent cement and

testing of joints complete as per direction of Engineer in Charge.

For Vertical & Terrace Hot Water supply & RO Water supply

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 49 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

3.1.1 18.7.1 15 mm nominal outer dia Pipes Metre 990 163.50

3.1.2 18.7.2 20 mm nominal outer dia Pipes Metre 846 190.55

3.1.3 18.7.3 25 mm nominal outer dia Pipes Metre 711 231.30

3.1.4 18.7.4 32 mm nominal outer dia Pipes Metre 576 95 296.70 28186.50

3.1.5 18.7.5 40 mm nominal outer dia Pipes Metre 450 66 407.90 26921.40

3.1.6 18.7.6 50 mm nominal outer dia Pipes Metre 486 78 581.55 45360.90

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.

3.2.1 18.8.1 15 mm nominal outer dia Pipes Metre 990 135 270.00 36450.00

3.2.2 18.8.2 20 mm nominal outer dia Pipes Metre 441 117 296.40 34678.80

3.2.3 18.8.3 25 mm nominal outer dia Pipes Metre 351 143 351.30 50235.90

3.2.4 18.8.4 32 mm nominal outer dia Pipes Metre 297 65 422.40 27456.00

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c

3.3 18.10 cutting and making good the walls etc.

Internal works - Exposed on walls

3.3.1 18.10.1 15 mm dia nominal bore Metre 1269 215.10

3.3.2 18.10.2 20 mm dia nominal bore Metre 945 249.30

3.3.3 18.10.3 25 mm dia nominal bore Metre 693 304.15

3.3.4 18.10.4 32 mm dia nominal bore Metre 567 343.20

3.3.5 18.10.5 40 mm dia nominal bore Metre 432 425.65

3.3.6 18.10.6 50 mm dia nominal bore Metre 329 527.20

3.4 18.16 Providing and fixing brass stop cock of approved quality :

Providing and fixing gun metal gate valve with C.I. wheel of approved quality

(screwed end) :

3.5.1 18.17.1 25 mm nominal bore Each 9 428.85

3.5.2 18.17.2 32 mm nominal bore Each 9 501.50

3.5.3 18.17.3 40 mm nominal bore Each 11 585.50

3.5.4 18.17.4 50 mm nominal bore Each 9 750.75

3.5.5 18.17.5 65 mm nominal bore Each 18 1287.75

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 50 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing C.I. sluice valves (with cap) complete with bolts,

3.6 18.31 nuts,rubber insertions etc. (the tail pieces if required will be paid separately) :

3.6.1 18.31.1 100 mm diameter

Painting G.I. pipes and fittings with synthetic enamel white paint with two

3.7 18.38 coats over a ready mixed priming coat, both of approved quality for new work

3.7.1 18.38.1 15 mm nominal outer dia Pipes Metre 1269 100 9.60 960.00

3.7.2 18.38.2 20 mm nominal outer dia Pipes Metre 945 150 11.35 1702.50

3.7.3 18.38.3 25 mm nominal outer dia Pipes Metre 693 125 14.95 1868.75

3.7.4 18.38.4 32 mm nominal outer dia Pipes Metre 567 145 17.70 2566.50

3.7.5 18.38.5 40 mm nominal outer dia Pipes Metre 432 110 21.00 2310.00

3.7.6 18.38.6 50 mm nominal outer dia Pipes Metre 329 175 24.75 4331.25

Providing and placing on terrace (at all floor levels) polyethylene water Per Lit 7.25

storage tank, ISI : 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.

Providing and laying G.I. "C class" pipes and fittings conforming to IS: 1239

(Heavy class) Jointing with flanged joints including nuts & bolts, 3.0 mm thick

compressed asbestos gasket etc, including with fittings, union and clamps

including cutting holes in wall, makes chases in wall and making good the

same in cement mortar 1:2 (1cement : 2 coarse sand) as directed by

Engineer Incharge complete in all respects.

Internal works - Exposed on walls

Painting G.I. pipes and fittings with synthetic enamel white paint with two

3.10 NS coats over a ready mixed priming coat, both of approved quality for new work

Internal works - Exposed on walls

Providing and fixing lever operated butterfly valve conforming to IS:13095-91

3.11 NS PIN 1.6 including necessary companion flanges, bolts and nuts

Internal works - Exposed on walls

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 51 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing and fixing thermal insulation tubing a elastomeric flexible material

having hermetic blister closed cell structure of expanded synthetic rubber

3.12 NS over pipes of following nominal bores and thickness including all required

accessories complete as per specification.

6 mm thick (Concealed Pipes)

3.12.1 For 15 mm dia Pipe Metre 990 2228.83

3.12.2 For 20 mm dia Pipe Metre 441 2228.83

3.12.3 For 25 mm dia Pipe Metre 351 2228.83

Providing and fixing thermal insulation tubing a elastomeric flexible material

having hermetic blister closed cell structure of expanded synthetic rubber

over pipes of following nominal bores and thickness including 24g aluminium

sheet cladding and taping with SS screws and all required accessories

complete as per specification.

3.13.1 For 15 mm dia Pipe Metre 990 79.25

3.13.2 For 20 mm dia Pipe Metre 846 95.10

3.13.3 For 25 mm dia Pipe Metre 711 108.96

3.13.4 For 32 mm dia Pipe Metre 576 128.78

3.13.5 For 40 mm dia Pipe Metre 450 143.64

3.13.6 For 50 mm dia Pipe Metre 360 173.35

3.13.7 For 65 mm dia Pipe Metre 558 212.98

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

3.14 NS includes jointing of pipes & fittings with one step CPVC solvent cement and

testing of joints complete as per direction of Engineer in Charge.

3.14.1 65 mm nominal outer dia Pipes Metre 402 55 1733.53 95344.15

Providing and fixing of Single phase electrical actuator operated wafer type

rubber lined butterfly valve with by pass arrangement as per drawing attached

including level controller, 3 nos. normal butter fly valves,necessary control

3.15 NS and Power cables ( Minimum 10 M. Length of each type as required complete

in all respect) and control panel installed on OH tank filling line near the tanks

complete in all respects.

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 52 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

R.C.C. WORK Sub Head Total 283918.30 755829.42

4 SUBHEAD-IV: RAIN WATER HARVESTING

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

manual means over areas (exceeding 30cm in depth. 1.5 m in width as well

4.1 2.6 as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and

lift upto 1.5m, disposed earth to be levelled and neatly dressed.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of Cum 112.40 14499.60

foundations etc. in layers not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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

4.3 2.26 excavated or stacked materials.

Providing and laying in position cement concrete of specified grade excluding

4.4. 4.1 the cost of centering and shuttering - All work up to plinth level :

4.4.1 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal Cum 14 14 4301.15 60216.10

Reinforced cement concrete work in beams, suspended floors, roofs having Cum 6778.20

slope up to 15° landings, balconies, shelves,chajjas, lintels, bands, plain

window sills, staircases and spiral stair cases up to floor five level excluding

4.5 5.3 the cost of centering, shuttering, finishing & reinforcement Cum with1:2:4 (1 20

cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of

Suspended floors, roofs, landings, balconies and access platform Sqm 401.65 17270.95

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

4.7 5.22 placing in position and binding all complete upto plinth level.

4.7.1 5.22.6 Thermo-Mechanically Treated bars Kg 2016 2016 68.10 137289.60

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

4.8 6.1 designation 7.5 in foundation and plinth in:

4.8.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 124 4918.65

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 53 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 311.60 11840.80

encapsulated as per IS: 10910 on 12mm dia steel bar conforming to IS :1786

having minimum cross section as 23 mm x 25 mm and over all minimum

length 263mm and width as 165mm with minimum 112mm space between

protruded legs having 2mm tread on top surface by ribbing or chequering

besides necessary and adequate anchoring projections on tail length on

138mm as per standard drawing and suitable to with stand the bend test and

4.9 19.16 chemical resistance test as per specifications and heaving manufactures 38 38

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 20mm nominal size )complete as per

Providing and fixing in position precast RCC manhole cover and frame of

required shape and approved quality.

4.10.1.1 19.19.3.1 Circular shape 560 mm internal diameter. Each 7 7 1511.55 10580.85

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable

method prescribed in IS: 2800 (part I), including collecting samples from

different strata, preparing and submitting strata chart/bore log, including hire

4.11 24.1 & running charges of all equipments, tools, plants & machineries required for

the job, all complete as per direction of Engineer –in-charge, upto 90 metre

depth below ground level.

4.11.1 24.1.1.3 All types of soil - 400 mm dia. Metre 126 569.90

Supplying, assembling, lowering and fixing in vertical position in bore well,

unplasticized PVC medium well casing (CM) pipe of required dia, conforming

4.12 24.3 to IS: 12818, including required hire and labour charges, fittings &

accessories etc. all complete, for all depths, as per direction of Engineer –in-

4.12.1 24.3.3 200 mm nominal size dia. Metre 18 878.60

Supplying, assembling, lowering and fixing in vertical position in bore well

unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to

4.13 24.4 IS: 12818, including hire & labour charges, fittings & accessories etc. all

complete, for all depths, as per direction of Engineer-in-charge.

4.13.1 24.4.3 200 mm nominal size dia. Metre 108 820.80

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 54 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Supplying, filling, spreading & levelling stone boulders of size range 5 cm to Cum 504.15 20166.00

4.14 24.5 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all 40 40

complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, Cum 910.65 29140.80

in the recharge pit, over the existing layer of boulders, in required thickness,

for all leads & lifts, all complete as per direction of Engineer-incharge.

Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 Cum 852.60 34956.60

4.16 24.7 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, 41 41

all complete as per direction of Engineer –in-charge.

Gravel packing in tubewell construction in accordance with IS: 4097, including Cum 987.85 8890.65

providing gravel fine/ medium/ coarse, in required grading & sizes as per

actual requirement, all complete as per direction of Engineer-in-charge.

RAIN WATER HARVESTING Sub Head-IV Total 447202.90

5.00 SUBHEAD-V : EXTERNAL SEWERAGE

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

manual means over areas (exceeding 30cm in depth. 1.5 m in width as well

5.1 2.6 as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and

lift upto 1.5m, disposed earth to be levelled and neatly dressed.

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

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

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

5.2 2.10 required, in layers not exceeding 20cm in depth including consolidating each

deposited layer by ramming, watering etc. and disposing of surplus excavated

soil as directed, within a lead of 50m.

5.2.1 2.10.1 All kinds of soil

5.2.1.1 2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Metre 1031 75 208.30 15622.50

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth Metre 283.29 12748.05

exceeding 1.5m, but not exceeding 3m. (Rate is over corresponding basic

item for depth upto 1.5 metre).

Pipes, cables etc, exceeding 80mm dia but not exceeding 300mm dia

Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for Metre 988.68 74151.00

depth exceeding 3 m in depth, but not exceeding4.5m. 392 75

Pipes, cables etc, exceeding 80mm dia but not exceeding 300mm dia

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 55 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Filling available excavated earth (excluding rock) in trenches, plinth, sides of Cum 112.40 8767.20

foundations etc. in layers not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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

excavated or stacked materials.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with

5.7 19.6 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 :

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10

5.8 19.2 graded stone aggregate 40mm nominal size) all round S.W. pipes including

bed concrete as per standard design.

5.8.1 19.2.2 150 mm diameter S.W. pipe Metre 270 724.70

5.8.2 19.2.4 250 mm diameter S.W.p ipe Metre 720 977.00

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

5.9 19.4 300 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 :

5.9.1 19.4.3 180x150 mm size P type

5.9.2 19.4.3.2 With Sewer bricks conforming IS : 4885 Each 54 1749.30

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 (1cement : 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 :

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

5.10.1 19.7.1 not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

5.10.1.1 19.7.1.2 With Sewer bricks conforming to IS : 4885 Each 36 8691.25

5.11 19.8 Extra for depth for manholes :

5.11.1 19.8.1.2 Size 90x80 cm With Sewer bricks conforming to IS : 4885 Metre 16 6174.65

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 56 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Constructing brick masonary circular type manhole 0.91m internal dia at

bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand)

in side 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

5.12 19.9 1 :3:6 mix (1 cement : 3 coarse sand : 6 graded 40mm nominal size), and

making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size) finished with a floating

coat of neat cement all complete as per standard design:

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade

designation) 560mm internal diameter confirming 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 12 mm

thick cement plaster at the external surface shall be paid for separately) :

5.12.1 19.9.1.2 With Sewer bricks conforming to IS : 4885 Each 45 9025.15

Extra depth for circular type manhole 0.91m internal dia (at bottom) with

5.13.1 19.10.2 With Sewer bricks conforming IS : 4885 Metre 18 5291.55

Constructing brick masonry circular manhole 1.22m internal dia at bottom and

0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside

cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse

sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1

cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and

making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size) finished with a floating

coat of neat cement, all complete as per standard design :

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade

designation) 560mm internal diameter conforming to I.S. 12592, total weight

of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

including centering, shuttering all complete. (Excavation, foot rests and 12

mm thick cement plaster at the external surface shall be paid for separately) :

5.14.2 19.11.1.2 With Sewer bricks conforming IS : 4885 Each 27 17166.25

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 57 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond

5.15.1 19.12.2 With Sewer bricks conforming IS : 4885 Metre 9 6856.95

Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 311.60 7790.00

encapsulated as per IS: 10910 on 12mm dia steel bar conforming to IS :1786

having minimum cross section as 23 mm x 25 mm and over all minimum

length 263mm and width as 165mm with minimum 112mm space between

protruded legs having 2mm tread on top surface by ribbing or chequering

besides necessary and adequate anchoring projections on tail length on

5.16 19.16 138mm as per standard drawing and suitable to with stand the bend test and 252 25

chemical resistance test as per specifications and heaving manufactures

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 20mm nominal size )complete as per

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

5.17 19.21 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.

5.17.1 19.21.2 For pipes 250 to 300 mm diameter Each 27 436.20

Constructing brick masonry road gully chamber 50x45x60 cm with bricks of

class designation 75 in cement mortar 1:5 (1 cement : 5 fine sand) including

500 x 450 mm (heavy duty) precast RCC horizontal grating with frame

complete as per standard design:

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 3957.50 39575.00

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

5.19 19.21 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 :

5.19.1 19.21.1 For pipes 100 to 250 mm diameter Each 18 364.60

Digitally signed by

DEEPAK DEEPAK KUMAR MEHRA

Signature of Contractor With Seal Page 58 of 115 NBCC

KUMAR MEHRA Date: 2022.09.19 15:58:33

Construction of Balance work of New Campus for National Institute of Design (NID) at Vijayawada, (A.P.), AP at the Risk and Cost of M/s Mark Infrastructure Pvt. Ltd.

Agreement/ Rate Amount

DSR 2014 Balance QTY

S.No. Description of Item Unit to be

NS Items executed at DSR-2014 NS DSR-2014 NS

Supply of Grease separator ECO-JET-OD NS 04 with sludge trap capacity

400 Ltrs. according to DIN EN 1825, for free standing installation, of