Repair and Renovation of Volleyball Courts, Tennis Courts, Football Ground and fixing of Flood Light in Tennis, Volleyball and Cricket Practice Pitch

NAME OF WORK : COST ESTIMATE FOR FIXING OF FLOOD LIGHT FOR TENNIS COURT, VOLLEYBALL COURT & CRICKET PRACTICE PITCH AREA AND CONSTRUCTION OF NEW

VOLLEYBALL COURT & REPAIRING OF OLD COURT AND REPAIRING OF FOOTBALL GROUND AT NSU CAMPUS KHUMAN LAMPAK, IMPHAL, MANIPUR

NIT No. - NBCC/NER/NSU/IMPHAL/2023/03 Dated 17-04-2023

ESTIMATED COST SUMMERY

Sl no. Particulars Amount

A COST ESTIMATE FOR FIXING OF FLOOD LIGHT FOR TENNIS COURT, VOLLEYBALL COURT & CRICKET

PRACTICE PITCH AREA ₹ 6,47,946.11

B COST ESTIMATE FOR CONSTRUCTION OF NEW VOLLEYBALL COURT & REPAIRING OF OLD

VOLLEYBALL & LAWN TENNIS COURT ₹ 2,63,956.61

C CONSTRUCTION OF BRICK WORK BAFFLE WALL

D REPAIRING OF FOOTBALL GROUND

TOTAL ESTIMATED COST PUT TO TENDER ₹ 20,83,509.40

Digitally signed by SHIV

COST ESTIMATE FOR FIXING OF FLOOD LIGHT FOR TENNIS COURT, VOLLEYBALL COURT & CRICKET PRACTICE PITCH AREA AND CONSTRUCTION OF NEW

VOLLEYBALL COURT & REPAIRING OF OLD COURT AND REPAIRING OF FOOTBALL GROUND AT NSU CAMPUS KHUMAN LAMPAK, IMPHAL, MANIPUR

Note: Rate: For Civil Works- as per DSR 2021, for Electrical Works - as per DSR 2022

DSR Item Rate as per

Sl No Description of items Unit Quantity Amount

A COST ESTIMATE FOR FIXING OF FLOOD LIGHT FOR TENNIS COURT, VOLLEYBALL

COURT & CRICKET PRACTICE PITCH AREA

ELECTRICAL WORKS

1 1.17 Supplying and drawing following sizes of FRLS PVC insulated copper conductor,

single core cable in the existing surface/ recessed steel/ PVC conduit as required.

2 1.22 Supplying and fixing metal box of following sizes (nominal size on surface or in

recess with suitable size of phenolic laminated sheet cover in front including

painting etc. as required.

3 2.3 Supplying and fixing following way, single pole and neutral,

sheet steel, MCB distribution board, 240 V, on surface/ recess,

complete with tinned copper bus bar, neutral bus bar, earth

bar, din bar, interconnections, powder painted including

earthing etc. as required. (But without MCB/RCCB/Isolator)

7.3 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV

grade of following size direct in ground including excavation and refilling the trench

etc. as required, but excluding sand cushioning, protective covering.

4 9.1 Supplying and making end termination with brass compression gland and

aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV

5 2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C"curve, miniature circuit

breaker suitable for inductive load of following poles in the existing MCB DB

complete with connections, testing and commissioning etc. as required

6 11.3 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including

excavation and refilling

6.1 11.3.4 Above 10.00 metre and upto 12.00 metre each 10.00 8177.00 81770.00

7.0 NON DSR ITEM

7.1 MR-1 Supplying and providing GI pole (150/60 mm), 10.00 metre and upto 12.00 metre each 10.00 10797.35 107973.50

7.2 MR-2 Supplying & providing copper pin lugs for 2.5 sq. mm cable each 48.00 1.90 91.20

7.3 MR-3 Supplying & providing Flood light(BVP184 LED215 CW FG SYWB 200W PSU) each 18.00 11808.55 212553.90

7.4 MR-4 Supplying & providing PVC insulated and PVC sheathed / XLPE aluminium armoured

7.5 MR-5 Supplying & providing PVC 3-pin connector , Voltage-1000, Flexible wire size 1.5 to

10 Sqmm, Part code- CMDB 10/4Y.

7.5.1 connectwell CMDB10/4Y-8X 10 distribution block each 15.00 492.06 7380.84

TOTAL-A 540945.44

NON DSR ITEM 351451.44

DSR ITEM 189494.00

COST INDEX @139.08 % ON DSR ITEM 263548.26

TOTAL COST (DSR + NON DSR) 614999.70

BASIC COST OF WORK AFTER 549106.87

DEDUCTING GST @12%

TOTAL COST INCL. GST @18% 647946.11

B COST ESTIMATE FOR CONSTRUCTION OF NEW VOLLEYBALL COURT & REPAIRING

OF OLD VOLLEYBALL & LAWN TENNIS COURT

Beyond 5km upto 10km per km per km 290.10 19.35 5613.44

Beyond 10km upto 20km per km per km 290.10 15.78 4577.78

DSR Item Rate as per

Sl No Description of items Unit Quantity Amount

2.28 Surface dressing of the ground including removing vegetation and

inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50

m and lift up to 1.5 m.

2.28.1 All kinds of soil Sqm 442.00 28.15 12442.30

16.1 Preparation and consolidation of sub grade with power road roller of Sqm 1492.00 48.79 72794.68

8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth,

dressing to camber and consolidating with road roller

including making good the undulations etc. and re-rolling the subgrade and

disposal of surplus earthwith lead upto 50 metres.

16.2 Extra for compaction of earth work in embankment under optimum Cum 290.10 20.55 5961.56

moisture conditions to give at least 95% of the maximum dry density

(proctor density).

TOTAL-B 180137.39

BASIC COST OF WORK AFTER 223692.04

DEDUCTING GST @12%

TOTAL COST INCL. GST @18% 263956.61

C CONSTRUCTION OF BRICK WORK BAFFLE WALL

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

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

plan) including getting out an disposal of excavated earth lead upto 50 m & lift upto

1.5 m as directed by Engineer In Charge.

2.6.1 All kind of soil: Cum 4.89 205.45 1004.65

Filling available excavated earth (excluding rock) in trenches, plinth sides of Cum 4.210 253.95 1069.13

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

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

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

cost of centering and shuttering - All work up to plinth level

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm Cum 0.68 6326.05 4301.71

5.1 Providing and laying in position specified grade of reinforced cement

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

reinforcement - All work up to plinth level :

5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural Cum 2.26 8364.2 18903.09

sources : 3 graded stone aggregate 20 mm nominal size de

rived from natural sources)

5.2 Reinforced cement concrete work in walls (any thickness), including

attached pilasters, buttresses, plinth and string courses, fillets, columns,

pillars, piers, abutments, posts and struts etc. above plinth level up to

floor five level, excluding cost of centering, shuttering, finishing and

reinforcement :

5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural Cum 0.95 10185.05 9675.80

sources : 3 graded stone aggregate 20 mm nominal size

derived from natural sources)

5.3 Reinforced cement concrete work in beams, suspended floors, roofs Cum 1.29536 10719.3 13885.35

having slope up to 15° landings, balconies, shelves, chajjas, lintels,

bands, plain window sills, staircases and spiral stair cases above plinth

level up to floor five level, excluding the cost of centering, shuttering,

finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse

sand(zone-III) derived from natural sources : 3 graded stone aggregate

20 mm nominal size derived from natural sources).

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

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 5.81 307.95 1789.19

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 21.12 608.35 12848.35

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 17.3 804.25 13913.53

5.9.16 Edges of slabs and breaks in floors and walls

STEEL REINFORCEMENT

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

bending, placing in position and binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more kg 279.02 89.65 25014.14

DSR Item Rate as per

Sl No Description of items Unit Quantity Amount

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

bending, placing in position and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 324.34 89.65 29077.08

6.0 MASONRY WORK

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

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

all shapes and sizes in :

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 12.30592 8512.1 104749.22

13.1 12 mm cement plaster of mix :

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

EXTERIOR FINISHING

13.44 Finishing walls with water proofing cement paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) Sqm 140.52 97.6 13714.75

TOTAL-C 295883.73

BASIC COST OF WORK AFTER 367424.19

DEDUCTING GST @12%

TOTAL COST INCL. GST @18% 433560.55

D REPAIRING OF FOOTBALL GROUND

MR Supplying and filling with sand in area of undulation for repairing potholes, cum 51.00 4734.35 241451.85

including watering, ramming, consolidating and dressing complete.

2.32 Clearing grass and removal of the rubbish up to a distance of 50 m Sqm 7770.00 7.40 57498.00

outside the periphery of the area cleared.

MR Preparation and consolidation of Ground with power road roller of Sqm 7770.00 48.79 379098.30

8 to 12 tonne capacity after watering, dressing to camber and consolidating

with road rollerincluding making good the undulations etc. and re-rolling

TOTAL-D 678048.15

NON DSR ITEM 620550.15

DSR ITEM 57498.00

COST INDEX @139.08 % ON DSR ITEM 79968.22

TOTAL COST (DSR + NON DSR) 700518.37

BASIC COST OF WORK AFTER 625462.83

DEDUCTING GST @12%

TOTAL COST INCL. GST @18% 738046.14