Construction of balance external work of Library Building at Chaudhary Ranbir Singh University Jind Haryana at the Risk and Cost of Ms R and B Infra

ESTIMATED COST PUT TO TENDER

Original BOQ Items Balance BOQ to be executed at Risk & Cost

H.S.R./DSR ITEMS

Sr. No. DESCRIPTION OF WORK H.S.R./DSR ITEMS

(WITH DISCOUNT NON-SCHEDULE REMAINING NON- TOTAL REMAINING

FACTOR ON DSR- ITEMS SCHEDULE ITEMS AMOUNT Rs.

Estimated Cost Put to Tender 8,67,45,475.27

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

BOQ For "Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk

and Cost of M/s. R and B Infra Project Pvt. Ltd."

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

DSR Extra for stone work for wall lining on exterior walls of height more than 10 m from

8.19 ground level for every additional height of 3 m or part there of.

Providing and fixing Red Sand Stone dry cladding upto 10 m height with 30 mm thick

gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed

DSR to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints

8.20 with approved weather sealant including scaffolding work as per Architectural drawing and

direction of Engineer-in-charge.(The steel frame work, stainless steel cramps and pins

etc. shall be paid for separately).

8.20.1 Red Sand Stone - 30mm thick gang saw cut stone Sqm 4,249.37 4,249.37 1,405.83 59,73,897.40

8.20.2 White Sand Stone - 30mm thick gang saw cut stone Sqm 1,416.46 1,416.46 1,526.05 21,61,584.28

Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang

saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/

rectangular tube in the required pattern as per architectural drawing, including cost of cutting,

bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/

lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall

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

mm nominal size) of size 300x230x300 mm, including cost of necessary centring and

65 shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling Kg. 1,512.00 1,512.00 116.23 1,75,733.05

necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support

stone cladding, the steel work will be given a priming coat of Zinc primer as approved by

Engineerin- charge and painted with two or more coats of epoxy paint (Shop drawings shall be

submitted by the contractor to the Engineer-in-charge for approval before execution). The

frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel

frame work shall be measured for the purpose of payment, stainless steel cramps

shall be paid for separately and nothing extra shall be paid).

Providing and fixing adjustable stainless steel cramps of approved quality, required

shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less

66 than 260 gms), for dry stone cladding fixed on frame work at suitable location, including Each 42,142.50 42,142.50 207.29 87,35,520.76

making necessary recesses in stone slab, drilling required holes etc complete as per direction

of the Engineer-in-charge.

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

DSR fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter

10.27 sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in

frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.

Authorised Signatory

Contractor BOQ Page No. 1 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

Providing and laying gang saw cut 30 mm thick, mirror polished pre-moulded and pre

polished machine cut granite stone of required size and shape of approved shade, colour and

texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick

79 base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white - - -

cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of

Engineer-in-Charge.

16.87.1 With granite stone of area less than 0.50 sqm.

Providing and supplying aluminium extruded tubular and other aluminium sections as

per the architectural drawings and approved shop drawings , the aluminium quality as per

DSR grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns

25.1 conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-

Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for

fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).

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

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

curvilinear portions of the building for all heights and all levels, including:

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

loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design

wind pressure without any failure), including functional design of the aluminum sections for

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

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

flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water

tightness, pressure equalisation & drainage and protection against fire hazard including:

DSR (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5

25.2 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

design withinand

(d) Providing andfixing

all around the perimeter

in position flashingsfor

of holding glass

solid aluminium sheet 1 mm thick and of sizes,

shapes and profiles, as required as per the site conditions, to seal the gap between the

building structure and all its interfaces with curtain glazing to make it watertight.

(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to

make it watertight, by incorporating principles of pressure equalization, providing suitable

gutter profiles at bottom (if required), making necessary holes of required sizes and of

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

fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and

other incidental charges including wastages etc., enabling temporary structures and services,

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

getting all the structural and functional design including shop drawings checked by a structural

designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock

ups at site, cost of all samples of the individual components for testing in an approved

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

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

provide a water tight structural glazing having all the performance characteristics etc. all

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

as per the approved shop drawings and as directed by the Engineer- in-Charge

Authorised Signatory

Contractor BOQ Page No. 2 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

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

tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone

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

25.3 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

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

Coloured tinted float glass 6mm thick substrate with reflective soft coating on face

# 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having

properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to

15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0

to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical

sanctioning authority as per the site requirement.

Extra for openable side / top hung vision glass panels (IGUs) including providing and

supplying at site all accessories and hardwares for the openable panels as specified and of the

DSR approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone

25.4 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 Engineer-in-Charge.

TOTAL HSR - 2011 (WITH LATEST AMMENDMENTS) & DSR - 2018 (WITH DISCOUNTED FACTOR)

FOR : CIVIL WORK ABOVE PLINTH

(III) NON SCHEDULED ITEMS - - -

Providing and applying protective water repellent coating to rough Red sand stone / dry

clading with a spray of solvent based silicon coating of an approved make i.e. GE

NS chemicals/Shalimazic of STP as per the manufacturer specification to the entire satisfaction of

C-4 the engineer in charge.The whole surface shall be cleaned and made free from all dirt,

oil,grease, wax/dust or any other form of the foreign matter before the application of

spray.The rate shall also cover the cost of scaffolding required for its application.

Providing and fixing of ETA GOLD in all shades 18 mm and above thick in risers of

step, skirting , dado, pillars and wall lining included matching the grains of marble slab in any

NS pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white

C-10 cement slurry mixed with pigment to match the shade of marble including rubbing and

polishing. The rates are for all heights / storey. The sample shall be got approved from

Engineer In Charge.

Supplying & installation of 13.52 mm thick Laminated toughened glass ( 6mm Clear

Toughened + 1.52 Clear PVB + 6mm Clear Toughened) to Sky-Lights (Horizontal

Surface) as per darwing over Existing MS Frame and fixed with Double tape acrylic foam tape

of 6mm thickness and 15mm width of approved make including sealing of Joints with

NS Structural Sealent/Weather Sealent (DC785/DC789) to fix the glazing, including all labour,

C-14 T&P, scaffolding, other incidental charges including wastage required for installation of Glazing

complete in all respects to the entire satisfaction of Engineer-in-charge.

Note: The rate shall be same for all height/level. For the purpose of Payment, actual opening

area of glazing including thickness of joints shall be measured.

(Payment of MS frame shall be made seperately under HSR Item)

Authorised Signatory

Contractor BOQ Page No. 3 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

Providing and fixing GRC jalli fixed to 40X40 mm M.S tubular frame for claddling work as

per design and drawing approved by Engineer-in-Charge at all height to be fixed on/between

RCC/Block work Column or Structural Steel work with ‘Dry fixing’ method with all appropriate

steel or Metal frame work, dash fasteners and pins including anchoring, lifting, scaffolding etc.

NS complete as per architectural drawing and manufacture specification The Screens should be

C-15 made from White Portland Cement, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber ,

Super Plasticizers , Polymers and U.V resistant Synthetic inorganic pigments should be used

for pigmentation of approved make. The material casting should take place in FRP Mould

complete in all respects. Contractor should take the approval of design and shop drawing prior

to start the execution at site. (MS Steel frame will be paid separately as HSR Item).

Supply & Fixing of Plain Aluminium fixed Sun Louvers approved make, consisting of

panel 84 mm wide x 16mm deep x 0.6mm thick with round edges panel length up to

6mtrs coil coated on a continuous paint line double baked and roll formed from enameled

corrosion Resistance Aluminum Alloy AA3005 (Al) for higher strength and good Roll forming

characteristics. Panels shall be clipped at a distance of 86mm to baked enameled Aluminium

panel stringer 33mm wide and 65mm deep x 0.95 mm thick in a standard length of 5mtrs

made of double baked enameled Aluminium Alloy AA3105 (Al.) white to hold the panel in a

module of 86mm centre to centre. The prongs on stringers shall be to accommodate an angle

of 21°30’ Degrees between two panels . Stringers shall be fixed at 150 mm from panel ends

102 and at a distance of maximum 1000 mm center to center across the panel span. The carrier Sqm 235.20 235.20 7,266.61 17,09,105.97

shall be fixed to a suitable structure by means of rigid fixing details. All properties and

specifications shall comply with ECCA directives and more specifically EN 1396:1996. Panel

shall be stove enamelled and finished with three layered coating system (consisting of first a

conversion layer of thickness 800-2000mg/sq mtr, a polyurethane basecoat of 16-20 microns,

and a top coat of polyamide particles of 8-12 microns thick to provide excellent abrasion and

damage resistance) in a continuous coil coating process of the approved colour on the

exposed side and the reverse side with epoxy complete in all respect to the entire satisfaction

of Engineer-in-Charge. (Steel / Aluminium sub-structure, if required at site shall be

paid separately under HSR Item)

Supplying & installation of 12mm thick Reflective toughened glass to sky lights (

Vertical Surface ) with reflective soft coating on face # 2, having properties as visible Light

transmittance (VLT) min. 66%, Light reflection internal min. 19%, light reflection external

min. 19%, Solar Factor (SHGC/SF) min. 0.68 and U value of max. 5.6 W/m2 K etc. as per

darwing held together with Wall to Glass Connector 90 degree/ Glass to Glass Connector (SSS

Finish) SS 304G cover plate as approved by architect/Engineer-inCharge. The fittings shall

made up of: Base material casting - Aluminium alloy with SS 304G cover plate secured with

NS small 'L' key, Finish of the material is SSS Finish. The above work includes cost of Wall to

C-23 Glass Connector 90 degree/ Glass to Glass Connector, cutting of all necessary holes in glass, C-

out required for fixing of fittings, sealing of Joints with Structural Sealent/Weather

Sealent/Double tape as required and all labour, T&P, scaffolding, other incidental charges

including wastage, enabling temporary services all fittings/fixtures, nut bolts, washer, Buffer

plates, fastener, anchors required for installation of Glass partition complete in all respects to

the entire satisfaction of Engineer-in-charge.

Note: The rate shall be same for all height/level. For the purpose of Payment, actual

opening area of glazing including thickness of joints shall be measured.

TOTAL NON SCHEDULE ITEMS

FOR : CIVIL WORK BELOW PLINTH

(3). PUBLIC HEALTH WORK - - -

Authorised Signatory

Contractor BOQ Page No. 4 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

Constructing brick masonry inspection chamber sizes as given below upto 0.60 Metre average

depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation

cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm

thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm

8 x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per - - -

I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per

standard design.

(c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel

weighing 20 Kg with R.C.C. slab).

Constructing brick masonry road gully chamber as per standard drawings (as per sizes

given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick

lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work

laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the

HSR chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping

9 29.87 the entire inner surface of the chamber rendered with neat cement not less than 12 mm in Each 10.00 10.00 2,272.00 22,720.03

(a) (i) thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm

thickleft absolutely smooth polished and correct to templates including labour for fixing the

C.I. road gully grating and frame including painting with coal tar (as specified in item no.

29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully

Chamber (i) Size 610 mm x 457 mm x 800 mm.

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber

rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED

10 WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, - - -

unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction to

the Engineer-in-Charge.

250 mm internal Diameter Rmt 703.00 703.00 337.23 2,37,076.06

Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM

EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described

11 in HSR item no. 29.38, 29.39, 29.40 inlcuding the cost of jointing materials as well as - - -

carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the

satisfaction to the Engineer-in-Charge.

DSR Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS :

DSR Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes

18.70 including testing of joints and the cost of rubber gasket.

DSR Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS

18.72.15 100 mm dia Ductile Iron Class K-9 pipes. Rmt 300.00 300.00 1,020.74 3,06,221.24

TOTAL HSR - 2011 (WITH LATEST AMMENDMENTS) & DSR - 2018 (WITH DISCOUNTED FACTOR)

FOR : PUBLIC HEALTH WORKS

(4). ROAD WORK - - -

(I) HSR ITEMS - - -

Authorised Signatory

Contractor BOQ Page No. 5 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding

HSR 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated

6.6 soil, clear from the edge of excavation and subsequent filling around masonry in 15 cm layers

with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs.

Earth Filling under floors with surplus soil excavated from foundation and taken only

2 from outside the building plinth, in 15 cm layers including ramming watering and Cum 1,394.81 1,394.81 17.03 23,754.67

consolidating lead up to 30 meters. Subject to condition soil Is non plastic.

HSR Centring and shuttering for faces of walls,partitions, retaining Walls, well steining and the

9.5 like (vertical or battering) including attached pilasters, buttresses etc.

4 Shuttering for faces of concrete foundations and foundations beams (vertical or battering). Sqm 574.17 574.17 161.91 92,963.08

HSR Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal sie in foundation and

Providing & laying in position machine batched and machine mixed design mix M-35

grade cement concrete for reinforced cement concrete work, using cement content as

per approved design mix, including pumping of concrete to site of laying but excluding the

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

recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve

HSR workability without impairing strength and durability as per direction of

10.68 Engineer-in-charge in foundation and plinth.

1. Cement content considered in this item is @ 350kg/cum.).

2. In case cement content of the Design Mix is more than the minimum specified in

above items, nothing extra

will be paid for extra cement to be consumed.

HSR Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete

7 10.81+ work in shelves excluding steel reinforcement but including centring and shuttering, laid in Cum 12.76 12.76 6,011.80 76,695.56

10.95 position complete in all respects.

8 First class brick work laid in cement sand mortar 1:4 in foundation and plinth. Cum 1,813.01 1,813.01 3,140.13 56,93,100.50

HSR Rough red sand stone (from Agra) 40 mm thick set in 12 mm thick cement coarse sand

9 14.54 mortar 1:3 including pointing with cement mortar 1:2 and admixture of pigment to match the Sqm 1,820.00 1,820.00 230.87 4,20,176.81

(d) shade of stone.

Fine dressed and machine rubbed red sand stone (from Agra) 25 mm to 30 mm thick

on wall facing (lining) on wall, pillars, skirting, dado and riser of step laid in any pattern as

10 specified on 12 mm thick cement coarse sand mortar 1:3 with neat cement with and Sqm 42.00 42.00 482.78 20,276.69

admixture of pigment to match the shade of stone including labour for fixing cramps dowels

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work,

where no included in the complete rate of RCC including straightening, bending, binding,

wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire

etc. and placing in position complete in all respects for all heights / depths / storeys /

HSR basements etc.

18.22 Note: Reinforcement shall be measured in length including hooks, if any, separately for

different diameters as actually used in work, excluding overlaps. Wastage, overlaps,

couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other

methods for binding and placing shall not be measured and cost of these items shall be

deemed to be included in the rates for reinforcement.

* DSR ITEMS (WITH DISCOUNT FACTOR ON DSR-2018) - - -

Authorised Signatory

Contractor BOQ Page No. 6 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

Providing and fixing 18 mm 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, approved shade, colour and texture laid over 20 mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with

12 matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to Sqm 247.80 247.80 2,673.38 6,62,463.11

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

8.2.2 : Polished Granite stone slab jet Black, Cherry Red, Elite Brown,Cat Eye or

8.2.2.1: Area of slab upto 0.50 sqm.

Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm

DSR thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base

11.45 course and filling with 150 mm thick jamuna sand, including spreading, well ramming,

consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.

Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x

20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in-

14 Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved Sqm 654.50 654.50 2,403.80 15,73,288.16

adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive

of all operation, material and required pattern approved by Engineer-in-Charge:

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi

tracks/ runways, using cement content as per design mix, using coarse sand and graded

stone aggregate of nominal size in appropriate proportions as per approved & specified design

criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, 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 &

15 longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and Cum 312.00 312.00 6,935.14 21,63,763.90

filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-

charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid

Note:- 1.Cement content considered in M-30 is @ 340 kg/cum.

2. In case cement content of the Design Mix is more than the minimum specified in

above items, nothing extra will be paid for extra cement to be consumed.

16.43.1 Cement concrete prepared with batch mixing machine.

Providing and laying at or near ground level factory made kerb stone of M-25 grade

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

mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves

16 (thickness of joints except at sharp curve shall not to more than 5mm), including making Cum 23.99 23.99 6,637.05 1,59,189.63

drainage opening wherever required complete etc. as per direction of Engineer-in-charge

(length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall

be approved by Engineer-in-charge).

Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on

DSR top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4

16.92 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc.

complete as per direction of engineer-in-charge.

TOTAL HSR - 2011 (WITH LATEST AMMENDMENTS) & DSR - 2018 (WITH DISCOUNTED FACTOR)

FOR : ROAD WORKS

* N.S ITEMS - - -

Earth Filling under floors with TIBBA SAND taken from outside the campus area with all

18 lead & Lift, including loading, unloading, laid in 15 cm layers including ramming, watering etc. Cum 8,824.81 8,824.81 154.25 13,61,217.40

and achieving 97% MDD Complete in all respects.

Authorised Signatory

Contractor BOQ Page No. 7 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

Providing and laying 2 Layer of 75 mm thick granular sub base consisting of Filter and

drainage layer confirming to Table 400.1 Grading - VI of MoRT&H 5th edition, mixing in a

mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in

NS uniform layer with motor grader on prepared surface and compacting with vibratory power

R-1 roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications.

Note: - 1.Only crushed metal material should be used. No local earth sand shall be

used. The material finer than 425 micron shall have zero Plasticity Index (PI).

2. Material and operation manufacturing shall be approved by engineer.

Extra rate for Vaccum Dewatering of Concrete. Concrete shall be Finished with screed

20 board vibrator , vacuum dewatering process and finally finished by floating, brooming with Cum 390.48 390.48 209.19 81,683.34

wire brush etc. complete as per specifications and directions of Engineer-in-charge.

Providing and filling Expansion/Contraction joints ( 6mm wide ) in Pavments with

21 Polysulphide based elastic Pour Grade sealent (Make SIKA or equavalent) as approved by 6,933.33 6,933.33 47.54 3,29,628.00

Engineer in Charge as approved By Engineer in Charge.

Design, Supplying, Installation, commissioning and Testing of Crown and Bell depth

fountain comprising of details given below:

1). 1 No, Crown fountain of Ring Radius 7'-0" and made with 2" G.I. pipe Type B with Sockets

& Flanges and Crown Nozzles (100 Nos.), Bell Fountain Nozzle 3/4" dia. (28 Nos.), Bell

Fountain 1" dia. (50 Nos.) , Jet Fountain Nozzle 1" dia. ( 96 Nos.), Jet Foaming Nozzles 1" dia.

(18 Nos.), made of (Brass/Stainless Steel) with all required plumbing in heavy duty GI Pipes

and fittings conforming to IS:1239 and all concealed pipe network in CPVC Pipes including

fittings as per requirment.

2). Water Proof L.E.D lights IP-68 3" dia 12V/9W ( 230 Nos. ) of approved make (typical)

includes Converter to convert ( 230V(AC) to 12V(DC)) alongwith its Controllers for (Per 10

Nos lights), Bal valve 1/2"-3/4" dia. (230 NOs.), Swing Joint cum Light Stand (230 Nos.) with

NS power supply in Water proof IP-65 enclosure outside the waterbody, including all internal

R-4 wiring upto control panel.

3). 5 H.P./3 Phase Openwel Submersible Pump ( 6 Nos.) of approved make with control Valve

inlet/outlet of approved make, G.I. Pipes and Fittings etc. including water proof cabling of

suitable size to be supplied and laid properly from pump to control panel including jointing

4). Water proof IP-65 pre-wired Electrical control Panel for Pumps and Lights along with

suitable size volt meter, ammeter, 5HP/3Phase pump starter, single phase preventer, required

MCCB/MCB, all type of control for pump and lights.

The above work also includes all petty work/material, labour part required to make the

fountain functional. The work shall be executed as per indicative drawing enclosed complete in

all respect as approved by Engineer in Charge. The rates also includes Operation and

Maintenance of above works for 3 Years

TOTAL NON SCHEDULE ITEMS

FOR : ROAD WORKS

(5). UGSR WORK - - -

(I) HSR ITEMS - - -

HSR Earth work in excavation in ordinary soil exclusive of compensation of earth work undressed

6.2 (b) with a combined lead upto 15 Metres including breaking of clods complete in all respects.

HSR Disposal of surplus earth excavated from basement & foundation from the building,

6.2 (c) loading, unloading & carriage upto any lead within the campus of University Complete in all

(Note i. respects.

Earth Filling under floors with surplus soil excavated from foundation and taken only from

3 outside the building plinth, in 15 cm layers including ramming watering and consolidating lead Cum 63.90 63.90 17.03 1,088.23

up to 30 meters. Subject to condition soil Is non plastic.

HSR Centring and shuttering for flat surfaces such as suspended floors, Roofs,landings,

9.1 chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal

Authorised Signatory

Contractor BOQ Page No. 8 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

HSR Centring and shuttering for faces of walls,partitions, retaining Walls, well steining and the

9.5 like (vertical or battering) including attached pilasters, buttresses etc.

HSR Centring and shuttering for sides and soffits of beams haunchings, girders, bressumers

9.7 and lintels.

7 Centring and shuttering for staircases with sloping soffits including risers and stringers. Sqm 14.56 14.56 268.88 3,914.88

8 Shuttering for faces of concrete foundations and foundations beams (vertical or battering) Sqm 40.47 40.47 161.91 6,552.93

9 Cement concrete 1 : 4 : 8 with stone aggregate 20 mm nominal size in foundation and plinth. Cum 30.66 30.66 2,440.52 74,819.60

Providing & laying in position machine batched and machine mixed design mix M-35

grade cement concrete for reinforced cement concrete work, using cement content as

per approved design mix, including pumping of concrete to site of laying but excluding the

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

recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve

10 workability without impairing strength and durability as per direction of Engineer-in-charge in Cum 86.68 86.68 4,747.38 4,11,520.94

foundation and plinth.

1. Cement content considered in this item is @ 350kg/cum.).

2. In case cement content of the Design Mix is more than the minimum specified in

above items, nothing extra will be paid for extra cement to be consumed.

Providing and laying in position machine batched and machine mixed design mix M-

35 grade cement concrete for reinforced cement concrete work, using cement content

as per approved design mix, including pumping of concrete to site of laying but excluding the

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

recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve

11 workability without impairing strength and durability as per direction of Engineer-in-charge in Cum 117.07 117.07 4,782.25 5,59,876.41

first storey upto 4 meters above plinth level.

1. Cement content considered in this item is @ 350 kg/cum.

2. In case cement content of the Design Mix is more than the minimum specified in

above items, nothing extra will be paid for extra cement to be consumed.

12 First class brick work laid in cement sand mortar 1:4 in Foundation and Plinth. Cum 4.91 4.91 3,364.42 16,524.87

HSR First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 Metre above plinth

Kotah stone Flooring minimum 25mm thick, in any pattern as specified over 20 mm thick

base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with

14 pigment to match the shade of stone including rubbing and polishing. Sqm 22.14 22.14 746.77 16,533.40

Note:- 1st class spotless uniform color Kotah stone ( RATIYA Variety) including

single piece used in staircase shall be used.

Kotah stone 20 mm thick in skirting risers of steps, dados pillars and wall facing

(lining) in any pattern as specified 12 mm thick cement coarse sand plaster 1:3 laid and

HSR jointed with neat cement slurry, mixed with pigment to match the shade of stone including

14.66 rubbing & Polishing including labour for mixing cramps, dowels and pins etc.

Note:- 1st class spotless uniform color Kotah stone ( RATIYA Variety) including

single piece used in staircase shall be used.

50 mm thick ironite floor consisting of 40 mm thick cement concrete 1:2:4 base and top

HSR layer 10 mm thick laid with one part of ironite and grey cement mixed together in the ratio of

14.74 1:4 by weight to two parts of hard granite chipping 6 mm gauge by volume, finished smooth

with hard rubbing.

Authorised Signatory

Contractor BOQ Page No. 9 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

Providing & Fixing Ist quality Ceramic glazed wall tiles of Size of 200 x 300 mm

confirming to I.S. 15622 (thickness to be specified by the manu-facturer) of approved make in

all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-

HSR In-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3

17 14.92 coarse and jointed with grey cement slurry, including ointing in white cement mixed with Sqm 255.22 255.22 530.10 1,35,291.83

(a) pigment of matching shades complete.

1. Tile shall be of premium quality (first quality) of reputed manufacturer like:

NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, RAK AND SIMPOLO.

18 12mm thick cement plaster on walls (1:4). - - -

19 10mm Thick Cement Plaster 1:4 on under side of ceiling. - - -

HSR Applying priming coat with cement primer in all shades on newly plastered or concrete

16.25 exterior surfaces.

HSR Distempering with washable oil bound Distemper two coats over one priming coat on new

Providing two coats of exterior acrylic emulsion paint.

(b) Ist Quality.

Providing and applying two coats white cement based putty over plastered surface and

23 grindling the surface smooth with sand paper to get an even and smooth finish including cost Sqm 536.62 536.62 39.58 21,237.66

and carriage of all material, labour charges, scaffolding, sundries etc. complete. (J.K./ Birla).

Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders,

HSR grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or

18.12 any other type of railing, gates and tree guards etc., including cost of screws and welding rods

or bolts and nuts complete fixed in position.

Providing and fixing G.I. Sheet 0.80 mm thick garage doors, with 40mm X 40mm X

HSR 6mm angle iron frame with diagonal braces, 3mm thick gusset plates at the junctions, hook at

18.16 the top and 25 mm dia, pulleys, and T-iron 50 mm X 50 mm X 6 mm guides at bottom

including locking arrangements with handles and pintles, etc., complete.

Supplying and fixing rolling shutters, of approved make, M.S. Laths, interlocked together

through their entire length, and jointed together, at the end, by end locks mounted on

HSR specially designed pipe shaft, with brackets, side guides, 27.5 cm long wire spring grade no.2,

26 18.18 and arrangement for inside and out-side locking with push and pull operation complete, Sqm 12.79 12.79 2,546.69 32,567.11

(b) including top cover 0.80 mm thick (payment is to be made for the exact size of opening where

rolling shutter is to be fixed) :-

(b) with 80 mm X 1.25 mm M.S. Laths

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work,

where no included in the complete rate of RCC including straightening, bending, binding,

wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire

etc. and placing in position complete in all respects for all heights / depths / storeys /

HSR basements etc.

18.22 Note: Reinforcement shall be measured in length including hooks, if any, separately for

different diameters as actually used in work, excluding overlaps. Wastage, overlaps,

couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other

methods for binding and placing shall not be measured and cost of these items shall be

deemed to be included in the rates for reinforcement.

Authorised Signatory

Contractor BOQ Page No. 10 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

Supplying GI PIPES CLASS B MARKED WITH IS: 1239 IN 3.05 M LENGTH, their threading

and welding with flanges(Heavy duty) on both sides, joining with nuts and bolts marked with

HSR IS: 1363, rubber gaskets, marked with IS: 638 JOINTING WITH PUMPING MACHINERY AND

28.52 LOWING INTO TUBEWELLS and testing including carriage, loading, unloading etc. complete in

all respects to the satisfaction of Engineer-In-Charge.

(c) 80mm i/d Pipeline.

Providing and fixing DUCTILE IORN DOUBLE SEAL MANHOLE COVERS AND FRAMES OF

HSR 610MM x 610MM with locking arrangement on clear water tanks including cost of setting in

28.59 cement concrete 1:2:4 to correct alignment and levels including carriage, loading, unloading,

etc. complete in all respects to the satisfaction of Engineer-in-Charge.

Providing and fixing steel bar embeded plastic steps of size 263mm x 165 mm of

orange colour, conforming to specifications, in chambers, manholes etc. having minimum 3

HSR mm thick polypropylene polymer conforming to IS:10910 encapsulated on 12 mm dia ribbed

29.28 steel bars per IS:1786. The rate include cost of setting the same to correct lines and levels

duly embedded in 1:2:4 cemet concrete including,carriage, loading, unloading, stacking,

hndling, re-handling etc. complete in all respect to the entire satisfaction of Engineer-In-

(II) DSR ITEMS (WITH DISCOUNT FACTOR ON DSR-2018) - - -

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

DSR per manufacturer’s specifications including appropriate priming coat, preparation of surface,

13.52.1 etc. complete.

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

etc., by applying cement slurry mixed with water proofing cement compound consisting of

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement

DSR compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.

22.5 (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement

compound @ 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 mixed slurry.)

Providing and mixing integral crystalline admixture for water proofing treatment to

RCC structures like basement raft, retaining walls, reservior, sewage & water treatment

plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the

drum of the ready-mix truck , using integral crystalline admixture @ 0.80% (minimum) to the

weight of cement content per cubic meter of concrete) or higher as recommended by the

DSR manufacturer's specification in reinforced cement concrete at site of work. The material shall

22.22 meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of

concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to

16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of

cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification

and the direction of the Engineer-in-charge. The product performance shall carry guarantee

for 10 years against any leakage.

TOTAL HSR - 2011 (WITH LATEST AMMENDMENTS) & DSR - 2018 (WITH DISCOUNTED FACTOR)

FOR : UGSR WORKS

(6). HORTICULTURE WORK - - -

(I) HSR ITEMS - - -

HSR Supplying at site of work well decayed farm-yard manure, from any available source,

33.1 approved by the Engineer-in-Charge including screening and stacking.

2 Supplying at site of work Deoiled Neem cake, duly packed in used Gunny Bags. Qtl 100.00 100.00 767.02 76,701.90

(II) DSR ITEMS (WITH DISCOUNT FACTOR ON DSR-2018) - - -

Authorised Signatory

Contractor BOQ Page No. 11 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

DSR Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead

2.2 complete (earth measured in stacks will be reduced by 20% for payment).

Spreading of sludge, dump manure and/or good earth in required thickness as per

4 direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid Cum 1,364.75 1,364.75 34.14 46,586.42

DSR Mixing earth and sludge or manure in the required proportion specified or directed by the

2.9 Officer-in-charge

Grassing with selection No. 1/ Doob grass including watering and maintenance of the

DSR lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing

2.10.1 including supplying good earth, if needed (the grass and good earth shall be paid for

Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing

DSR all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing,

2.12 flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for

planting new grass, including disposal of all rubbish with all leads and lifts.

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching

the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking

clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth

DSR after reduction by 20% : one part of stacked volume of sludge or manure after reduction by

2.13 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing,

leveling etc. including stacking and disposal of materials declared unserviceable and surplus

earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete

(cost of sludge, manure or extra earth to be paid for separately)

Digging holes in ordinary soil and refilling the same with the excavated earth

mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume

DSR of earth after reduction by 20% : 1 part of stacked volume of manure after reduction

2.14 by 8%) flooding with water, dressing including removal of rubbish and surplus earth,

if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to

be paid for separately).

2.14.2 Holes 90cm dia and 90cm deep Each 100.00 100.00 96.44 9,643.73

2.14.3 Holes 60cm dia and 60cm deep Each 300.00 300.00 29.55 8,865.09

2.14.4 Holes 45cm dia and 45cm deep Each 600.00 600.00 12.65 7,587.78

Preparation of mounds of various size and shape by available excavated / supplied earth

10 in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., Cum 100.00 100.00 296.78 29,678.14

lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.

Providing Circular Cement Concrete pots of specified size, cast with cement concrete of

nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size),

DSR reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia

2.29 as per design, including required form work, finishing with cement punning on exposed

surface, curing for specified period and stacking in required rows & height, all complete as per

direction of Officer-in-charge.

Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall thickness of 25.4

Top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm with wall thickness of 25.4

Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds

12 having proper roots in green including loading, unloading, carriage and all taxes paid etc.and Sqm 13,647.49 13,647.49 37.57 5,12,724.55

as per direction of officer in charge.

Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around

DSR the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more

2.54 application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC

in the ratio of 1% concentration and as per direction of officer-in-charge.

Authorised Signatory

Contractor BOQ Page No. 12 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

Anti termite treatment of lawn area through premise 30.50% I P. one liter premise

DSR diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed

2.56 area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per

direction of officer-in-charge.

DSR Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable

2.57 material’s as per direction of officer in charge (excluding cast of plant & water).

2.57.3 Hedge Plant /Ground cover Each 700.00 700.00 1.60 1,116.72

Providing and displaying of Areca Palm having ht. 1.80 m to 2.10 m with 8 to 10 suckers,

16 well developed, fresh and healthy with lush green foliage in 30 cm size of Earthen pot/Plastic Each 50.00 50.00 295.44 14,771.98

pot & as per direction of the officer-in-charge.

Providing and displaying of Croton golden (Broad Leaves) having ht. 60 cm to 75 cm

17 with 3 to 4 branches, well developed, fresh and healthy leaves in 25 cm size of Earthen Each 50.00 50.00 47.67 2,383.46

pot/Plastic pot. & as per direction of the officer-in-charge.

Providing and Displaying of Dieffenbachia superba, well developed, with 10-12 fresh,

18 healthy and attractive leaves 45 cm to 60 cm ht. in 25 cm size Earthen pot/Plastic pot & as Each 50.00 50.00 138.61 6,930.64

per direction of the officer-in-charge.

Providing and Displaying Asiatic lilly hybrid variety (3 in one) in each pot having in full

19 bloom 3 to 5 flowers 30 to 45 cm ht. well developed in 25 cm Earthen Pot/Plastic Pot and as Each 50.00 50.00 109.16 5,457.88

per direction of the officer-in-charge.

Providing and Displaying Verbena in different colour having 30 to 45 cm ht., well

20 developed with fresh & healthy foliage in bloom condition in 25 cm Earthen Pot/Plastic Pot and Each 50.00 50.00 54.60 2,730.00

as per direction of the officer-in-charge.

Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers

21 1.80 m to 2.10m ht umbrella type well developed in 50 cm Cement Pot as per direction of the Each 50.00 50.00 1,212.86 60,643.10

officer-in-charge.

Providing and stacking of Alternanthera species of height 15 cm to 20 cm, full of

22 branches and foliage in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer- Each 300.00 300.00 17.33 5,197.98

DSR Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well

7.12 developed in big HDPE bags as per direction of the officer-in-charge.

Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well

24 developed in big size HDPE bags as per direction of the Each 100.00 100.00 549.38 54,938.00

officer-in-charge.

Providing and stacking of Hamelia patens (Dwarf ) of height 30-45 cm. with 3-4

25 branches in earthen pots of size 20 cm as per direction of the Each 300.00 300.00 33.81 10,142.40

officer-in-charge.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling

Providing and fixing gun metal gate valve with hand wheels, on G.I pipelines laid in

inside/outside building including threading, testing complete in all respects

20 mm nominal bore Each 20.00 20.00 437.58 8,751.62

Authorised Signatory

Contractor BOQ Page No. 13 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

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

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

(wherever required) and fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners ,

stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with

suitable arrangement as per approval of Engineer-incharge,

(for payment purpose only weight of stainless steel members shall be considered excluding

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

TOTAL HSR - 2011 (WITH LATEST AMMENDMENTS) & DSR - 2018 (WITH DISCOUNTED FACTOR)

FOR : HORTICULTURE WORKS

(III) NON SCHEDULED ITEMS - - -

NS Providing and Displaying Drum shaped round Brass metal planter made of 22 Guage

H-1 sheet of size [18" dia x 22"(h)]for indoor use. as per direction of the officer-in-charge.

NS Providing and Displaying Drum shaped round Brass metal planter made of 22 Guage

H-2 sheet of size [14" dia x 18"(h)]for indoor use. as per direction of the officer-in-charge.

Providing and Fixing of vertical garden/Bio wall mounted on existing Waii/frame

including PVC Piping arrangment connected to single source of water fpr drip irrigation

31 purpose, Multicolour perinneal grass/plants to be provided as per approved shop drawing, cost Sqm 37.21 37.21 3,692.47 1,37,396.72

pf petty items such as fixing arrangment, cocopit etc. is also included in the cost, shop

drawing of the same to be got approved from engineer-in-charge.

SITC of 2 Hp openwell submersible pump Vertical Head : 46 meters, Duty Point : 27

32 Meters / 220 LPM Suction & Discharge Pipe size : 1.5" including all electrical fitting i.e starter, Each 2.00 2.00 23,064.45 46,128.90

Wire/Cable Required & Automation charges complete in all respects.

TOTAL NON SCHEDULE ITEMS

FOR : ROAD WORKS

(7). LANDSCAPE LIGHTING - - -

(III) NON SCHEDULED ITEMS - - -

SITC of Linear Wall washer light in 28W with medium beam in 3000K with inbuilt driver

complete in all aspects with all accessories Bloat F is made up of Die cast aluminium and

1 power coating is done for weather protection . Diffuser ensure the ingress protection and Each 20.00 20.00 17,272.72 3,45,454.37

suitablity for all weather condition. complete fitting suitable for outdoor weather condition

with all accessories & all petty material required to complete connection the job in all respect.

SITC Updown wall light in 40W LED IP65 distribution suitable for lamp 3000K with 36

degree beam and inbuilt heavy duty driver complete in all respects with all accessories.

NS Powder coating is done for weather protection. Diffuser ensure the ingress protection and

LL-2 suitablity for all weather condition complete fitting is and suitable for outdoor weather

condition.with all accessories & all petty material required to complete connection the job in

SITC of decorative Coloumn light in 3500mm height suitable for 40W LED, IP66 in 3000K.

NS Decorative casting base and decorative casting rings as attachment on pole. Complete Pole is

LL-3 painted multiple coats of MRF Polyurethane paint. Complete with all accessories except

foundation bolts & all petty material required to complete connection the job in all respect.

SITC of 10W LED spike light with very medium degree beam lens in 3000k with inbuilt

driver complete in all aspects with all accessories. MINO spike is made up of Die cast

NS aluminum and Powder coating is done for weather protection. Diffuser ensure the ingress

LL-4 protection and suitablity for all weather condition. Complete fitting is suitable for outdoor

weather condtion , complete in all aspects with all accessories & all petty material required to

complete connection the job in all respect.

Authorised Signatory

Contractor BOQ Page No. 14 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

SITC of 20W LED spike light with very medium degree beam lens in 3000k with inbuilt

driver complete in all aspects with all accessories. MINO spike is made up of Die cast

NS aluminum and Powder coating is done for weather protection. Diffuser ensure the ingress

LL-5 protection and suitablity for all weather condition. Complete fitting is suitable for outdoor

weather condtion , complete in all aspects with all accessories & all petty material required to

complete connection the job in all respect.

TOTAL NON SCHEDULE ITEMS

FOR : LANDSCAPE LIGHTING

7 EARTHING - - -

Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc.

(ii) Extra for using salt and charcoal / coke for pipe earth electrode as required. Each 10.00 10.00 660.31 6,603.13

Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and

(iii) providing masonry enclosures with cover plate having locking arrangement and watering Each 52.00 52.00 2,392.97 1,24,434.57

pipe etc. ( but without charcoal or coke and salt ) complete as required.

Earthing with tinned copper earth plate 600 mm x 600 mm x 3 mm thick including accessories

(iv) and providing masonry enclosures with cover plate having locking arrangement and watering Each 13.00 13.00 6,069.59 78,904.70

pipe etc. ( but without charcoal or coke and salt ) comlete as required.

(v) Extra for charcoal or coke and salt for G.I. Plate or copper plate earth electrode. Each 65.00 65.00 982.55 63,865.43

Pdg. and fixing 25 mm x 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode as

Pdg. and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as

Pdg. and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm

dia G.I. pipe from earth electrode as required .

Pdg. and fixing 25 mm x 5 mm copper strip on surface or in recess for connections etc. as

required with all labour and material.

Pdg. and fixing 25 mm x 5 mm G.I. Strip on surface or in recess for connections etc. as

required with all labour and material.

(xvi) Pdg. and fixing 4.00 mm dia G.I.wire on surface or in recess for loop earthing as required . Metre 300.00 300.00 17.96 5,388.15

(S) Under Ground Cables. - - -

HSR Supply and erection of under ground cable 1 Metre below ground level covered with

31.25 sand and bricks including necessary connections,digging and refiling of trenches. .

HSR Supply and erection of under ground cable ,loose in existing pipe or trenches

31.26 complete with necessary connections .

Authorised Signatory

Contractor BOQ Page No. 15 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

HSR Supply and erection of suitable compression type brass cable glands for

31.28 underground Cable.

(ii) 10 Sqmm to 16 Sqmm Cable 2 to 4 Core . Each 175.00 175.00 29.16 5,102.90

(iii) 25 Sqmm to 50 Sqmm Cable 2 to 4 Core. Each 225.00 225.00 53.25 11,980.71

(v) 120 Sqmm to 185 Sqmm Cable 3 to 3.5 Core Each 30.00 30.00 90.65 2,719.43

(vii) 300 Sq mm to 400 Sqmm Cable 3 to 3.5 Core . Each 30.00 30.00 197.46 5,923.80

S/E of mark double walled corrugated (DWC) HDPE pipe laid 1 Mtr. Below ground level

HSR including digging and refilling of earth including cost of suitable size socket / cuppler for HDPE

31.67 pipe including cost of labour and material required to complete the job in all respect upto the

entire satisfaction of Engineer in charge of work.

(i) HDPE 63/50 mm outer dia / inneer dia Metre 700.00 700.00 110.40 77,282.98

( ii ) HDPE 90/75 mm outer dia / inneer dia Metre 300.00 300.00 156.89 47,067.08

Supply and erection of XLPE (E)11 KV HT aluminum conductor armoured cable ISI mark laid in

HSR 1 Metre below ground level with sand & bricks with all labour and material including digging

31.70 and refilling of trench, required to complete the job in all respect upto the entire satisfaction of

the Engineer-in-Charge of the work.

ii 50 sqmm 3 core XLPE Cable Metre 160.00 160.00 668.76 1,07,002.32

Supply and erection of XLPE (E)11 KV HT aluminum conductor armoured cable ISI

HSR mark laid in existing pipe / trenches / surface with all labour and material including

31.71 digging and refilling of trench, required to complete the job in all respect upto the entire

satisfaction of the Engineer-in-Charge of the work.

ii 50 sqmm 3 core XLPE Cable Metre 40.00 40.00 605.37 24,214.98

Supply and erection of heat shrinkage type end termination jointing kit indoor type

HSR of suitable to accommodate 3 core 11 KV XLPE aluminum cable/ ABC cable complete with all

31.72 the kit contents including earth continuing connection along with 3 nos. crimpling type

aluminum lugs of suitable capacity including making joining etc complete in all respect.

ii Suitable for 16 to 50 sqmm 3 core XLPE Cable Each 2.00 2.00 4,912.73 9,825.45

Supply and erection of heat shrinkage type end termination jointing kit outdoor type

HSR of suitable to accommodate 3 core 11 KV XLPE aluminum cable/ ABC cable complete with all

31.73 the kit contents including earth continuing connection along with 3 nos. crimpling type

aluminum lugs of suitable capacity including making joining etc complete in all respect.

ii Suitable for 16 to 50 sqmm 3 core XLPE Cable Each 2.00 2.00 5,948.10 11,896.19

TOTAL HSR - 2011 (WITH LATEST AMMENDMENTS) & DSR - 2018 (WITH DISCOUNTED FACTOR)

FOR : ELECTRICAL WORKS

(II) NON SCHEDULED Items. - - -

Authorised Signatory

Contractor BOQ Page No. 16 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

FIDDER PILLER BOX:-

Supplying , Installation, testing and commissioning of front and back openable,

double door outdoor feeder pillar not less than 800 mm x 500mm x 300 mm depth

fabricated out of M.S. sheet of thickness not less than 2 mm having inside door with cut out

for operating accessories mounted after opening front and slanting top suitably over hang on

all sides, ventilator louvers with wire mesh, earthing bus & stud base mounting angle frame of

size 45 mm x 45 mm x 5 mm thick, and concrete / brick foundation cable entry knock out,

locking arrangement, rubber gasket suitable for providing & fixing the following switch gear

and accessories and 100 Amp TPN aluminium Busbar, including connection etc. as required.

i) 60-100 AMP, 4 pole, 10 KA, MCCB i/c Rotary Handle( Similar to M/s Legrand DRX100) - 1

i) 40 Amp 3P & N MCB 'C' Series - 3 Nos.

ii)32A 3Pole contactors 3No Legrand CTX 40

iii) Analogue 24hrs time switch ( Legrand cat no.Micro Rex QT31 daily)

iv) Danger notice plate - 1 set

v) Phase indicating lamp (R,Y,B) - 1 set

vi) 2.0mm thick FP with 100Amp,4 strip Alu Bus Bar ( 0.80 x 0.50)

vii) 45x45x5mm angle iron frame with CC foundation etc etc complete in all respect

APFC Capacitor Bank Panel 300KVAR complete in all respects having 600A incoming MCCB,

300 KVAR capacitors 25KVAR-11 , 10KVAR-2 , 5 KVAR-1 , APFC controller 14 step suitable

step relay, Capacitor duty contactors of suitable rating, Capacitor controlling MCCB's of

suitable rating, ON/OFF push buttons and ON/OFF push buttons and ON/OFF indications etc

Supply and erection of PVC copper insulated and sheathed 3-core circular flexible wire.

S/E of ACB FP 1600Amp 50KA with Microprocessor based release having E/F , O/C , S/C

37 E-7 protection EDO with all necessary connection , all petty material required to complete the job Each 1.00 1.00 1,49,252.81 1,49,252.81

in all respect.

S/E of ACB FP 1200Amp 50KA with Microprocessor based release having E/F , O/C , S/C

38 E-8 protection EDO with all necessary connection , all petty material required to complete the job Each 2.00 2.00 1,11,645.64 2,23,291.28

in all respect.

S/E of ACB FP 1000Amp 50KA with Microprocessor based release having E/F , O/C , S/C

39 E-9 protection EDO with all necessary connection , all petty material required to complete the job Each 2.00 2.00 1,01,009.85 2,02,019.70

in all respect.

S/E of ACB FP 800Amp 50KA with Microprocessor based release having E/F , O/C , S/C

40 E-10 protection EDO with all necessary connection , all petty material required to complete the job Each 4.00 4.00 71,981.46 2,87,925.83

in all respect.

TOTAL NON SCHEDULE ITEMS

FOR : ELECTRICAL WORKS

(14). BUILDING MANAGMENT SYSTEM - - -

(I) NON SCHEDULED Items. - - -

A) Supply, installation, testing, commissioning & handing over of the following : - - -

SITC of BMS Computer System: server grade Pentium i7 Core with 3GHz minimum CPU

speed, minimum of 2 GB RAM, 512 KB cache, 52X32X52X DVD/CD-RW Drive & 260GB HDD,

optical Mouse, 106 keys keyboard, 10/100 Mbps Ethernet card ,USB connection & internal

- I-7 Processor (Latest Generation)

- 4 GB RAM, 1 TB hard disc

-3½” disc drive, DVD writer, compatible CDROM

21” flat screen, Windows 7 and shall have MS-Office installed.

Authorised Signatory

Contractor BOQ Page No. 17 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

SITC of BMS System Software : Web Based Graphical Software meeting the requirements

in the Given I/O Summary & technical specifications including configuration and facility to

create / provide the graphic mapping for all I/O Summary points, animate the Graphics,

2 BMS-2 Navigation between pages, display of logs, changing the time zones, popup alarms, Set 1.00 1.00 7,91,804.49 7,91,804.49

configurable password protection for Building Mgmt System as per Specifications. Software

shall be able to communicate with Lon works, Bacnet, Modbus devices simultaneously, with

unlimited user license capacity.

SITC of UL listed, BTL certified, Hardware Interface/Soft integrators with inbuilt

web browser for third party equipment, Open Protocol Software Integration. These

integrators shall be of same make as DDCs and shall contain all necessary ports for software

intgeration of below mentioed equipment :

3 BMS-3 (a) VRV Interface and Fire Alram on BACnet IP- 1 Nos. (1000 Points/ Unit) Set 1.00 1.00 10,29,345.84 10,29,345.84

(b) Lifts on Modbus RTU - 4 Nos. (20 points / per Lift)

(c) DG on Modbus RS485 - 1 No.(20 points/unit)

(d) UPS on Modbus RS485 - 2 No.(20 points/unit)

(e) Electrical systems/panels/breakers on Modbus RS485- 4 Nos. (10 Points/ Unit).

SITC of DDC Controller with I/O module, expandable to meet the IO summary listed, The

controllers shall be minimum 32 bit Double microprocessor based standalone working on

TCP/IP on Bacnet IP with integral web browser, calender fundtion complete with day,

month, week, year etc, real time clock & 1 second scan time. DDC working on 230V AC are

preferred. The DDC's shall be capable of peer to peer communication without help of

4 BMS-4 communication controller / router / system interface controller / PC and shall communicate - - -

with the building LAN directly. These shall come with lockable mounting cabinets duly powder

coated connector strip, internal wiring and space to house controller & relays, connector strip

step down transformer, MCB, internal wiring. (Contractor shall confirm his I/O provision w.r.t

requirement on basis of data point) on AHRAE approved Bacnet protocol only. DDCs shall

work on either 230V power supply or shall contain UL listed SMPS in the panel.

BMS-4(i) DDC for Lifts having provision of 20 DI. No. 1.00 1.00 2,58,547.74 2,58,547.74

BMS-4(ii) DDC for Fire Fighting System having provision of 4AI, 4DI. No. 1.00 1.00 1,93,911.07 1,93,911.07

L2/L3 network switches of suitable specifications to create the desired LAN for IP based DDCs.

BMS-4(iii) The specifications and number of the switches shall be calculated based on the design and Lot 1.00 1.00 1,21,194.28 1,21,194.28

DDC configuration. All the required accessories, racks etc, shall be included in this line item.

B) Field Devices - - -

Supply, installation, testing, commissioning of necessary Input sensor

transmitters/transducers comprising the following:Makes : Honeywell Trend/ Alerton/ALC.

Outside Temp & Humidity Sensor with radiation shield. Measuring Range: Temp:-30 to 50 Deg

C & RH 0-100%, Accuracy: +/- 1 Degc +/- 3%

BMS-5(ii) Water Pressure Sensor . Accuracy:+/-0.3% FSL Nos. 4.00 4.00 48,477.50 1,93,910.01

BMS-5(iii)Light Control Lux and Ocupancy sensor Makes : Honeywell Trend/MK/Exor Nos. 150.00 150.00 5,978.73 8,96,810.03

C) Conduiting , Wiring and cabling - - -

6 BMS-6 Supply, installation, testing and commissioning of following cables: - - -

2 Core 1.0 Sqmm, armoured ATC conductor multistranded, twisted shielded cable for signals

and communication Makes ; Havells/Finolex/Policab

3 Core 1.5 Sqmm, armoured ATC conductor multistranded, cable for Powering DDC ,

Actuators.Makes ; Havells/Finolex/Policab

TOTAL NON SCHEDULE ITEMS

FOR : BMS WORKS

(18). STREET LIGHT WORKS - - -

(I) NON SCHEDULED Items. - - -

Authorised Signatory

Contractor BOQ Page No. 18 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

SITC of 9 Mtr Long Trudge M in 120 W with Six Angular bracket module each of

120W , homogeneous light distribution suitable for landscape area , led lumen output is more

than 125lm/ watt with life cycle of 50000 hrs can be mounted on 9 mtr height pole. Every

module is in angular shape and produce diffuse light in 120 degree complete fixture is made

up of die cast aluminium and proper heat sink on every module complete fixture is weather

protected and suitable for outdoor application . Fixture is with Osram / Samsung Led and

PHiliphs/ meanwell / Fulham diver. Fixture dia with bracket is 1124mm. Fitting is with all the

accessories required for mounting. VAT-PT-TUR-M-POST-120 Code.

SITC of bollard light fixture in 600mm height made up of die cast aluminium with

light spread in 360 degree downward only. Light should be directed in between 4 lines of

aluminium and should be spread in all direction. Bollard is of 5w and led used should be with

life cycle of 50000 hrs Fitting with all the accessiries required to mounting including Cost of

foundation as per design , bolts etc & all petty material required to complete connection the

job in all respect.

SITC Pedestal light/Post Light. The Fixture should be Made of Dark grey & Glass,

3 SL-3 Cast Al Metal Spigot Housing with decorative clear opal acrylic diffuser with IP 65 protection. Each 2.00 2.00 9,253.88 18,507.77

PF>.95, System Wattage LED 40W with Minium 1500 lumens in 5700k.

S/E of 10W LED spike light with very medium degree beam lens in 3000k with

inbuilt driver,made up of Die cast aluminium and powder coating done for weather

4 SL-4 protection diffuser used should ensure the ingress protection and suitability for all weather Each 10.00 10.00 1,744.28 17,442.82

condition including the cost of all petty material required to complete the job upto entire

satisfication of Engineer In-charge.

S/E of 20W LED spike light with very medium degree beam lens in 3000k with

inbuilt driver, made up of Die cast aluminium and powder coating done for weather

5 SL-5 protection diffuser used should ensure the ingress protection and suitability for all weather Each 12.00 12.00 3,326.92 39,923.02

condition including the cost of all petty material required to complete the job upto entire

satisfication of Engineer In-charge.

S/E of 150W LED Flood Light Die cast aluminium 240volts 50 hz frequency 5700K to

6500K , 50000 Hrs average life having 16500 Lumen or above IP66 protection 0.8 PF with

necessary connection including the cost of all petty material required to complete the job upto

entire satisfication of Engineer In-charge.

SITC decorative Post Top light suitable for 50W LED IP66 in 3000K homogeneous

light distribution suitable for landscape area , led lumen output is more than 125lm / watt

with life cycle of 50000hrs can be mounted on 6 mtr height pole Every module is in regular

shape and produce diffuse light in 120 degree complete fixture is made up of die cast

3 SL-7 aluminium and proper heat sink on every module complete fixture is weather protected and Each 12.00 12.00 37,562.80 4,50,753.61

suitable for outdoor application. Fixture is with Osram / Samsung led and Philiphs

/meanwell/Fulham, diver Size and shape are as shown in image Fitting is with all the

accessories required for mounting & all petty material required to complete connection the job

SITC SHELL Decorative 6 meter pole having Outer Dia 114mm Decorative casting

base and decorative casting rings as attachment on pole. Complete Pole is painted multiple

coats of MRF Polyurethane paint. Complete with all accessories except foundation bolts & all

petty material required to complete connection the job in all respect.

SITC of 120W six angular bracket module each consisting of 20W capacity ,

homogeneous light distribution suitable for landscape area, led lumen output should more

than 125lm /watt with life cycle of 50000hrs. suitable for mounted on 9 mtr height pole. Every

module should be of angular shape and produce diffuse light in 120 degree. Complete fixture

5 SL-9 should made up of die cast aluminum and proper heat sink on every module. Complete Each 2.00 2.00 77,019.91 1,54,039.81

fixture is weather protected and suitable for outdoor application. Fixture is with Osram /

Samsung led and Philips/ meanwell / Fulham diver. Size and shape are as shown in image.

fixture dia with bracket is 1124mm. Fitting is with all the accessories required for mounting. &

all petty material required to complete connection the job in all respect.

Authorised Signatory

Contractor BOQ Page No. 19 NBCC

Digitally signed by RAHUL

Construction of balanced external work of Library Building at Chaudhary Ranbir Singh University, Jind, Haryana at the Risk and Cost of M/s. R and B Infra

Project Pvt. Ltd.

Total Balance Qty. to Rate at which

HSR/ Quantity be executed at item was

DSR Description of Item Unit in Original Risk & Cost Awarded in

No. Tender original tender

SITC of Decorative 9 meter pole & Dimension of pole is Outer Dia of Pole is 114mm

Decorative casting base and decorative casting rings as attachment on pole. Complete Pole

is painted multiple coats of MRF Polyurethane paint. Complete with all accessories including

foundation bolts & all petty material required to complete connection the job in all respect.

TOTAL NON SCHEDULE ITEMS

FOR : STREET LIGHT WORKS

(19). R.O & WATER COOLER SYSTEM - - -

(I) NON SCHEDULED Items. - - -

Supply Installation testing & commissioning of Water Cooler 200Ltrs capacity, Having

1 WC-1 following specifications: Capacity: 200Lts , Material: Full SS, Size: Large with 2-3 Taps Each 12.00 12.00 54,614.71 6,55,376.53

complete in all respects to the entire satisfaction of Engineer-in-Charge.

SITC of Reverse Osmosis Plant having following specifications:- Capacity: 500Lt/Hr,

Operation Mode: Automatic, Type of Machines: Multigrade Filter,UV,Sterliser,Reverse osmosis

Unit,Activated Carbon Filter, No of Memberane In RO: 2No,Material of Construction: SS Powder

coated, Accessories: chlorinator& Ozonator, Max Water Recovery Rate: 55 to 60%, No of Filteration

Passes: 2,3,4,5 having following equipments.

I. Raw water Pump : 1 No.{ Type : Horizontal Centrifugal, Flow Rate : 2000 liters per hour, Head : 35

m, Power Required : 0.75 KW, Electrical : 220 V}

II. Multi-grade Sand filter 1248 : 1 No.{Vessel : 1 No., Material of Construction : FRP, Diameter : 12

inch, Height : 48 inch, Testing pressure : 6Kg/cm2, Opening : Top Only. Valve : 1 No., Material of

Construction : High Strength PP, Type : Multiport, Size : 3/4 inches,Maximum Flow Rate : 2,000LPH,

Working Pressure : 2-4 Bar. Media : Mixed bed sand media consisting of the following: - Pebbles,

Quartz Sand, Anthracite average porosity 50 micron particulate size.

2 RO-1 III. Activated Carbon filter 1248 : 1 No. (Charcoal Based) Each 2.00 2.00 1,75,047.26 3,50,094.52

IV. High Pressure pump : 1 No.

V. 20” Big Blue Cartridge : 1 No.

VI. Dosing pump : 1 No.

VII. RO Membrane 4040 : 2 No.

VIII. Pressure tube : 1 No.

IX. Electrical Panel : 1 No. (With in-built TDS Mtr.)

X. Instrumental equipments : 1 Lot.

XI. Inter-connecting pipes : 1 Lot.

XII. RO Skid : 1 No. (MS Based Powder Coated)

XIII. Backwashing valve : 1 No. (Inbuilt)

XIV. Pressure Gauges : 1 No.

XV- Softner of required Capacity

TOTAL NON SCHEDULE ITEMS

TOTAL RS. 10,05,471.05

FOR : R.O & WATER COOLER

Authorised Signatory

Contractor BOQ Page No. 20 NBCC

Digitally signed by RAHUL