Balance works of PMAY Building, Construction of Multistorey Building

DETAILED ESTIMATE FOR ONE BLOCK (21 UNITS) OF AFFORDABLE HOUSING OF "PRADHAN MANTRI AWAS YOJNA - HOUSING FOR ALL FOR DANTEWADA MUNICIPAL COUNCIL

"INTERNAL WATER SUPPLY & SANITARY FITTINGS"

S.No. PARTICULAR NO. L B H/D QTY. UNIT RATE AMOUNT

1 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :

(SOR ITEM NO.-18.1/160)

18.1.1) White long pattern W.C. pan of size 580 mm

2 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :

(SOR ITEM NO.-18.17/162)

18.17.3) White size 450x325 mm

3 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of brackets, cutting and making good the wall wherever required :

(SOR ITEM NO.-18.23/164)

4 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

18.76.1 75 mm dia pipe. metre 182

18.76.2 110 mm dia pipe. metre 267

(SOR ITEM NO.-18.76/170)

5 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

Tee/ Tee with door/ Bend 45°/ Bend 90°

Access door cap

(SOR ITEM NO.-18.77/170)

6 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.,

(SOR ITEM NO.-19.5/176)

19.5.1 15 mm nominal outer dia .Pipes. 72.4 metre 133

19.5.2 20 mm nominal outer dia .Pipes. 101 metre 167

7 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete:

(SOR ITEM NO.-19.7/162)

19.7.6 50 mm dia. nominal bore 43.4 metre 471

8 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:

(SOR ITEM NO.-19.14/179)

19.14.1 Bib cock (400 grams) each 382

19.14.6 Stop cock (concealed) (600 grams) 21 metre 494

9 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):

(SOR ITEM NO.-19.16/179)

19.16.1 25 mm nominal bore 21 each 436

10 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/cm2, water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

(SOR ITEM NO.-20.3/190)

20.3.1 100x100 mm size P type 6 each 1339

11 Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design

20.7.1) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

(SOR ITEM NO.-20.7/190)

Or say Rs. 366000

(Rs.Four lakhs Eighty four thousand five hundred only)

DETAILED ESTIMATE FOR ONE BLOCK (21 UNITS) OF AFFORDABLE HOUSING OF "PRADHAN MANTRI AWAS YOJNA - HOUSING FOR ALL FOR DANTEWADA MUNICIPAL COUNCIL

"INTERNAL ELECTRIFICATION"

S.No. PARTICULAR QTY. UNIT RATE AMOUNT

1 Wiring for light/fan/exhaust fan/ call bell point with 1.5 sqmm FR PVC insulated stranded copper conductor single core cable in concealed PVC conduit, with 5 amp piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with same size cable etc as required.

(SOR ITEM NO.-3.1/18)

3.1.1) Short point 91.96 Point 236

3.1.2) Medium point 40.7 Point 388

2 Extra for providing and fixing light plug point on board in concealed PVC conduit point wiring with piano type 3 pin 5 amp socket outlet and 5 amp switch including cost of phenolic laminated sheet and M.S. Box etc. as required.

(SOR ITEM NO.-3.3/18)

3 Wiring for circuit/sub main wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in concealed PVC conduit as required.

(SOR ITEM NO.-3.13/21)

3.13.1) 3x1.5 sq. mm in 20mm conduit 249.8 Meter 83.5

3.13.3) 6x2.5 sq. mm in 25mm conduit 81.4 Meter 172

3.13.4) 9x2.5 sq. mm in 32mm conduit 97.9 Meter 249

3.13.7) 3x6 sq. mm in 25mm conduit 380.17 Meter 183

4 Providing and fixing round/ hexagonal fan box (125mm dia) depth 75mm (max.) with 12mm dia steel bar hook, 1.6mm thick MS sheet cover, in RCC slab etc. as required.

(SOR ITEM NO.-7.9/38) 30.4 Each 42.5

5 Providing and fixing phenolic laminated sheet cover of 180mm dia 3 mm thick on the fan box etc. as required. (If provided at the time of installation of ceiling fan)

(SOR ITEM NO.-8.3/39) 30.4 Each 45.5

6 Supplying and fixing on surface/recess following way 240 volts SP&N MCB distribution board consumer unit of sheet steel phosphatized and powder painted, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as required (But without MCB/RCCB/Isolator)

(SOR ITEM NO.-11.3/68)

7 Supplying and fixing SP MCB, 240 volts, 'C' series suitable for inductive load in the xisting MCB DB complete with connections, testing and commisioning etc. as required

(SOR ITEM NO.-11.11/71)

11.11.2) 6 amps to 32 amps 60.82 Each 154

8 Supplying and fixing DP MCB, 240 volts, 'C' series, suitable for inductive/motor load in the existing MCB DB complete with connections, testing and comisioning etc. as required

(SOR ITEM NO.-11.13/71)

11.13.3)40 Ampere 15.2 Each 721

9 Earthing with GI Earth plate 600mm x 600mm x 6mm thick including acessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as required.

(SOR ITEM NO.-14.3/87)

10 Supplying and laying 25mm x 6 mm G.I. Strip at 0.50 Meter below ground as strip earth electrode, including soldering, excavation and refilling the trench etc. as required.

(SOR ITEM NO.-14.14/88)

27.5 Meter 99.5

11 Supplying and laying following sizes one number PVC insulated, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/HUME/STONEWARE/METAL pipe as required.

(SOR ITEM NO.-17.3/105)

12 Supplying and making end termination with brass compression gland and aluminium lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as required.

(SOR ITEM NO.-17.23.14/113)

Estimate for Construction Paving with Paver Block

Pradhan Mantri Awas Yojana - Housing for All

As per C.G PWD Building sor w.e.f- 01-01-2015

Sno Code Particulars L B H/D Qty Unit Rate Amount

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

All Area 1 2070 - 0.4

1.26 Carriage by mechanical transport upto 5 km lead:

As excavated earth - - - - 738

1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

All Area - 0.15

12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.1 Plain/ normal coloured precast interlock concrete block

DETAILED ESTIMATE FOR DEVELOPMENT WORK OF AFFORDABLE HOUSING OF "PRADHAN MANTRI AWAS YOJNA - HOUSING FOR ALL FOR MUNICIPAL COUNCIL , _DANTEWADA

"C.C. ROAD - 4.5 MT. WIDE"

S.No. PARTICULAR NO. L B H/D QTY. UNIT RATE AMOUNT

1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

(Road SOR. ITEM NO.-3.1/11)

2 Granular Sub-base as per Table:- 400-1

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. WITH SOLDER 1 549 5.5 0.15

(Road SOR. ITEM NO.-4.1/B) CUM 460

4 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10

(Road SOR. ITEM NO.- 6.1/26) 1 549 4 0.1

5 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)

(iii) P.C.C. M-30 1 0.2

(Road SOR. ITEM NO.- 6.6/27) CUM 4350

(amount in words)

DETAILED ESTIMATE FOR DEVELOPMENT WORK OF AFFORDABLE HOUSING OF "PRADHAN MANTRI AWAS YOJNA - HOUSING FOR ALL FOR MUNICIPAL COUNCIL , _DANTEWADA

"C.C. ROAD - 6.0MT. WIDE"

S.No. PARTICULAR NO. L B H/D QTY. UNIT RATE AMOUNT

1 Excavation for roadway in soil using including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 meters as per relevant clauses of section 300.

(Road SOR. ITEM NO.-3.1/11)

2 Granular Sub-base as per Table:- 400-1

Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

By Mix in place method

Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. 1 477.7 7 0.2

(Road SOR. ITEM NO.-4.1/B) CUM 460

4 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10

5 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)

(Road SOR. ITEM NO.- 6.6/27) CUM 4350

(amount in words)

Estimate for Construction of R.C.C. Box Culvert (0.60x0.60m)

Pradhan Mantri Awas Yojana - Housing for All

(Building SOR Items) W.E.F. - 01/01/2015

S/NO. PARTICULARS NO. L B H/D QTY. UNIT RATE AMOUNT

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits

1.1.1 In all types of soils.

1.26 Carriage by mechanical transport upto 5 km lead:

As excavated earth 1 - - -

1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

0.0 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

0.0 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

(Pg-24, Code No-3.14.1)

As per Item No- - - -

@ 90kg /Cum of Concrete 1 x 90

0.0 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Slab Bottom 1 -

Estimate for Construction of R.C.C. Box Culvert (0.60x0.60m)

Pradhan Mantri Awas Yojana - Housing for All

(Building SOR Items) W.E.F. - 01/01/2015

S/NO. PARTICULARS NO. L B H/D QTY. UNIT RATE AMOUNT

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits

1.1.1 In all types of soils.

1.26 Carriage by mechanical transport upto 5 km lead:

As excavated earth 1 - - -

1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

0.0 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

0.0 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

(Pg-24, Code No-3.14.1)

As per Item No- - - -

@ 90kg /Cum of Concrete 1 x 90

0.0 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Slab Bottom 1 -

Estimate for Construction Rain Water Harvesting Pit

Pradhan Mantri Awas Yojana - Housing for All

As per C.G PWD Building sor w.e.f- 01-01-2015

Sno Code Particulars No. L B H/D Qty Unit Rate Amount

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil 1 3 1.5 2 Cum 185

1.6 Extra for every additional lift of 1.5 m or part thereof.

1.6.1 All types of soil Cum 26.5

0.0 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 0.2 0.1

0.0 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement. 0.1 Cum

7.15 Half brick thick honey comb brick work with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 upto plinth level.

7.15.2 Cement Mortar 1:4 (1 cement : 4 coarse sand) -

21.14 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately)

21.14.1 Stone boulders of size range 5 cm to 20 cm, in recharge pit 0.6 Cum 863

21.14.2 Gravels of size range 5 mm to 10 mm, over the existing layer of boulders 0.5 Cum 806

21.14.3 Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel Cum 471

1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil 2 10 0.45 0.5 Cum 185

1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm. In depth consolidation each deposited layer by ramming and watering with a lead upto 50M. And lift upto 1.5M.

50% of Item No 1 - - - - Cum 65

1.18 Providing and filling in open area with sand /crusher dust and hard moorum under floor in layers not exceeding 20 cm in depth and consolidating each deposited layer by ramming and watering, including dressing etc. complete.

50% of Item No 1 - Pipe Dia - - - - Cum 371

9.1 Providing and laying and jointing salt glazed stone ware (S.W.) pipes socket and spigot with stiff cement mortar joint including testing of joints etc. complete.

PHE 300 mm dia - - RM 541

9.3 Providing and laying cement concrete 1:5:10 (1cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) about S.W. pipe including bed concrete 15 cm thick i/c curing, testing etc. complete for 100 mm dia to 450 mm dia pipe (for type "concrte alround")

Estimate for Construction of R.C.C. Drain (Size - 0.45x0.60m)

Pradhan Mantri Awas Yojana - Housing for All

As Per PWD Building SOR (WEF- 01-01-2015 )

Sno Particulars No L B H/D Qty Unit Rate Amount

1 0.0 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soils.

1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

0.0 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.

0.0 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

3.12.1 Thermo-Mechanically treated bars FE 415

For Qty 65kg per Cum of Concrete 1 x 65

1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Side Filling 0.1

S.no S.O.R. NO. DESCRIPTION Unit Qty Rate (Rs.) Amount (Rs.)

16 The rates are applicable for staging height of 10 m. These rates shall be increased or decreased for per metre variation in this staging height as below.

10 to 16 m staging - 2% per metre.

16 to 20 m staging - 3% per metre

20 m and above - 4% per metre

i.e. for 17 m staging height

Percentage calculation will be like below.

For 21 m staging hegiht

Short Description

Percentage calculation will be like below.

17 Following rates are for seismic Zone - III For Zone IV, these rates shall be increased by 5%. Concerned Executive Engineer shall Conform the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this (C.S.R.)

Conditions from Sr. No. 1 to 9 or part and parcel of the tender and shall be included in the tender documents.

Conditions from Sr. No. 10 to 17 are for estimation purpose only and shall not appear in the tender document.

Short description along with conditions from Sr. No.- 1 to 17 should be mentioned in all estimates of different capacities of E.S.R.

28.1 Cost of 100000 Litres capacity E.S.R. Each 1 947000

Add extra for 18.00% for extra 8.00 m height

Estimate for Construction External Waste Water Pipe Line

Pradhan Mantri Awas Yojana - Housing for All

As per C.G PWD Building sor w.e.f- 01-01-2015

Sno Code Particulars L B H/D Qty Unit Rate Amount

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

w In all types of soil 1 1000 0.3 0.3 cum 185

2 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

3 20.25 Providing and constructing brick masonry road gully chamber 50x45x60 cm with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design.

4 20.3 Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/ cm², water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

20.3.1 100x100 mm size P type 62 - - - Each 1339

5 7.1 Providing , laying and jointing following P.V.C. with solvent cement joint for 4,6 and 10kg/sq. cm. Pressures including testing of joints, cost of jointing materials etc. complete in all respect.

PHE SOR 110 mm dia 1 1000 - - m 195

6 7.3 Providing Solvent Cement Joints to PVC Pipes and fittings of 4,6 and 10 Kg/Sqcm. Pressure including testing of joints and cost of jointing materials (i.e. socket, coupler & solvent cement)

PHE SOR 110 mm dia 50 - - - Each 13

7 7.5 Providing and laying in position following PVC bends suitable for 4,6 and 10 Kg/Sqcm. Pressure pipes.

PHE SOR 110 mm dia 50 - - - Each 303

8 7.6 Providing and laying in position following PVC Tees, suitable for 4,6 and 10 Kg/Sqcm. Pressure pipes.

PHE SOR 110 mm dia 50 - - - Each 222

9 7.7 Providing and laying in position following PVC flanged tail pieces suitable for 4,6 and 10 Kg/Sqcm. Pressure pipes.

PHE SOR 110 mm dia 50 - - - Each 119

10 7.8 Providing and laying in position following PVC end Cap (plugs) suitable for 4,6 and 10 Kg/Sqcm. Pressure pipes.

PHE SOR 110 mm dia 50 - - - Each 42

11 7.9 Providing and laying in position following PVC coupler suitable for 4,6 and 10 Kg/Sqcm. Pressure pipes.

PHE SOR 110 mm dia 50 - - - Each 67

12 7.1 Providing and laying in position following PVC Reducers suitable for 4,6 and 10 Kg/Sqcm. Pressure pipes.

PHE SOR 110 x 90 mm dia 50 - - - Each 26

Estimate for Construction External Water Supply Pipe Line

Pradhan Mantri Awas Yojana - Housing for All

As per C.G PWD Building sor w.e.f- 01-01-2015

Sno Code Particulars L B H/D Qty Unit Rate Amount

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil 1 1000 0.3 0.45 Cum 185

2 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

100 % OF ITEM NO. 1 - - - - Cum 65

3 19.9 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:

19.9.6 50 mm dia. nominal bore - - - - 380 metre 398

19.9.7 65 mm dia. nominal bore - - - - 578 metre 502

19.9.8 80 mm dia. nominal bore - - - - 42 metre 639

4 19.1 Making connection of G.I. distribution branch in G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: (Dia of main line to be measured)

19.10.4 50 mm dia. nominal bore - - - - 35 each 347

19.10.5 65 mm dia. nominal bore - - - - 55 each 486

19.10.6 80 mm dia. nominal bore - - - - 5 each 632

5 19.11 Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long screws etc. complete:

19.11.6 50 mm dia. nominal bore - - - - 22 each 250

19.11.7 65 mm dia. nominal bore - - - - 27 each 486

19.11.8 80 mm dia. nominal bore - - - - 4 each 529

6 19.16 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):

19.16.4 50 mm nominal bore - - - - 3 each 762

19.16.5 65 mm dia. nominal bore - - - - 2 each 1302

19.16.6 80 mm dia. nominal bore - - - - 1 each 1935

7 19.47 Constructing masonry Chamber 30 x 30 x 50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design.

For 50 mm valve- - - - - 3 each 754

8 19.51 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : - - - - 1 each 4356

Estimate for Construction External Sewer Line

Pradhan Mantri Awas Yojana - Housing for All

As per C.G PWD Building sor w.e.f- 01-01-2015

Sno Code Particulars No. L B H/D Qty Unit Rate Amount

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil 1 786 0.6 0.5 Cum 185

2 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm. In depth consolidation each deposited layer by ramming and watering with a lead upto 50M. And lift upto 1.5M.

50% of Item No 1 - - - - Cum 65

3 Providing and filling in open area with sand /crusher dust and hard moorum under floor in layers not exceeding 20 cm in depth and consolidating each deposited layer by ramming and watering, including dressing etc. complete.

50% of Item No 1 - Pipe Dia - - - - Cum 371

4 20.15 Providing and fixing in position precast R.C.C. manhole cover and frame L D- 2.5 of required shape and approved quality

20.15.1 Rectangular shape 600x450mm internal dimensions 1 per 1031

5 9.1 Providing and laying and jointing salt glazed stone ware (S.W.) pipes socket and spigot with stiff cement mortar joint including testing of joints etc. complete.

PHE 300 mm dia - - - - 786 RM 541

6 9.3 Providing and laying cement concrete 1:4:8 (1cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) about S.W. pipe including bed concrete 15 cm thick i/c curing, testing etc. complete for 100 mm dia to 450 mm dia pipe (for type "concrte alround")

MUNICIPAL COUNCIL DANTEWADA

DEVELOPMENT OF EWS COLONY

NAME OF WORK PRADHAN MANTRI AWAS YOJNA AT MUNICIPAL COUNCIL DANTEWADA

Unit Amount In lAcs

1 Transformer for External and Internal Electrification work for 315 units L.S. amt 1 15 LAcs

MUNICIPAL COUNCIL DANTEWADA

DEVELOPMENT OF EWS COLONY

NAME OF WORK PRADHAN MANTRI AWAS YOJNA AT MUNICIPAL COUNCIL DANTEWADA

Unit Amount In lAcs

1 Garbage Collection Pit(Biodigester) L.S. amt 2 0.34 0.68 LAcs

Name of work : Tube well

DRILLING OF 150 MM DIA TUBE WELLS AS PER U.S.O.R.

NO. PARTICULAR QUANTITY UNIT RATE AMOUNT

1 Carying out the resistirity Surveyry by VES method using Stumberger configuration for locating the proper spot for drilling of table well with in the selected havitation including interpretation of receptivity data and submission of report in the desired format along with the receptivity readings and the necessary graph. 1 1 Per Success ful point 920

2 Drilling of perfectly vertical bore of a diameter suitable to receive 150 mm nominal diameter casing pipe up to design depth below ground level inclusive of the labor charges for transporting lowering and fixing of 150mm nominal diameter G.L. casing pipe inside the bore hole i/c all works pertaining to drilling such as transportation installation and removal of drilling machine etc. a) In all types of collapsible strata committing of soils, clay, b) in all types of socks. 1 15 M 253

15 to 120 Mtrs.

3 I.S.S. market G.I. casing pipe (plan) medium class in 4 to 7 meters length one end fitted with socket as per ISI 1239 (Part-2) 1992 with lvth revision (Up to date amendments)125 dia 1 15 M 811

4 Conduction the yield test of development of table well by operating the pumping set continuously for a discharge cost of installation of suitable time interval i/c cost of energy cost of installation of suitable measuring device and high. 1 2 Hrs. 280

NO. PARTICULAR QUANTITY UNIT RATE AMOUNT

5 Labor charges for assembling centering and lowering of properly designed casing pipe assembly inside the bore hole drilled for construction of tube well including the cost of providing and fixing of centralize and transpiration of casing assembly etc. complete casing pipe assembly composed of 100 to 125 mm. 1 15 Mtr. 35

6 Providing and fixing of well cap on top of the tube well for protection (M.S. caps) 125 mm dia 1 1 No. 140

7 100 mm dia single phase submersible motor Pam (100 m hed) 65 Ltm out lat 32 mm 1 1 17000

8 Purchasing of ISI marked PVC water storage Tank capacity 2000 ltr. 1 2000 Ltr. 6.13

9 Signal Phase panel Board Suitable 1 H.P. to HP single phase 1 1 M 2500

10 2.5 Sq. mm Flat Keble 3 core 1 100 m 44

11 Fitting Material 1 1000

12 32mm# G.I pipe medium class 3m length both side with

socket 1 30 m 950

Estimate for Construction of Landscapping

Pradhan Mantri Awas Yojana - Housing for All

As per CG PWD Road SOR. Wef -01/01/2015

Sno Particulars No L B H/D Qty Unit Rate Amount

1 0.0 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soils.

All Area 1 1000 - 0.3

1.26 Carriage by mechanical transport upto 5 km lead:

22.1 Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50m 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).

20% of excavated Qty 1 - 0.3

22.2 Suppling and stacking of good earth at site including royalty,loading,unloading and carriage upto 10km(earth measured in stacks will be reduced by 20% for payment)

All Area 1 - 0.6

22.13 Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, 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 after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).

Beds for hedges 2 100 - 0.4

22.19 Edging with modular well burnt clay bricks of crushing strength not less than 25kg/ sqcm laid dry length wise including excavation, refilling, consolidating with hand packing and spreading neatly surplus earth within a lead of 50 m :

22.25 Providing and Planting following herbs in garden including preparation of soil,base plantation, providing and spreading different fertilizers,soil and sand.

22.25.1 Hedges like Alife,Dorenta,Tikoma etc. 200 - - - Each 14

22.25.2 Furn like arrica,china etc (3year old) 200 - - - Each 125

22.25.3 Hibiscus (Flower) /Rose 200 - - - Each 26.5

22.25.4 Carpet Grass(Well developed) 2 1000 - - Sqm 263

22.17 Making Tree guard 53cm dia. And 1.3m high as per design from empty coal tar drums supplied free by the department including providig and fixing 2 Nos.M.S. Sheet rings 50 x 0.5 mm with rivets complete in all respects including painting inside and outside of tree guard with:

22.17.1 A coat of coal tar

Non SOR Supplying and placing of FRP DUSTBIN area .5mt x .5mt ht 1.2 mt. Model Monkey and Donald. Body 3mm thk FRP body with painting. Opening front inlet and back oultet. Door in FRP. The international safety standards and specification should be followed as per the direction of the Consultant/Engineers, complete to satisfaction. 40 - - - Each 5000

Non SOR Garden Light 40 - - - Each 5000

DETAILED ESTIMATE FOR ONE BLOCK (21 UNITS) OF AFFORDABLE HOUSING OF "PRADHAN MANTRI AWAS YOJNA - HOUSING FOR ALL FOR DANTEWADA MUNICIPAL COUNCIL, DANTEWADA (C.G.)

S.No. PARTICULAR NO. L B H/D QTY. UNIT RATE AMOUNT

1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

(SOR ITEM NO.-1.1.1/9)

1.1.1) In all types of soil

2 Extra for every additional lift of 1.5M or part there of

All types of soil

(SOR ITEM NO.-1.6.1/10)

3 Extra rate for quantity of work executed in or under water and/or liquid mud including pumping out water.

(SOR ITEM NO.-1.7/10)

20 % of excavation item no.1

4 Extra rate for every 50 mt. average lead upto 150 mt. beyond 50 mt. free lead and lift 1.5 mt. free lift.

(SOR ITEM NO.-1.9.1/10)

20 % of excavation item no.1

5 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm. In depth consolidation each deposited layer by ramming and watering with a lead upto 50M. And lift upto 1.5M.

(SOR ITEM NO.1.17/11) 25% of Item No.1 CUM 65

6 Providing and filling in plinth with sand /crusher dust and hard moorum under floor in layers not exceeding 20 cm in depth and consolidating each deposited layer by ramming and watering, including dressing etc. complete.

(SOR. ITEM NO.-1.18/11)

Carpet area, Parking & stair area- 1 301.6 Sqmt. 0.5

Excavted stuff+Beam+Foundation

7 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

(SOR. ITEM NO.- 3.1.3/23)

3.1.3) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

Carpet area, Parking & stair area- 1 301.6 Sqmt. 0.1 CUM 2659

8 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

(SOR. ITEM NO.- 3.2.1/23)

3.4.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Trapezoidal H/6 (A1 + A2 + 4Am)

Colunm upto Plinth level

Colunm upto Slab level

Lintel Beam 1 105 0.2 0.2

Kitchen Platform 5 2.1 0.45 0.075

Stair case of types including risers & landings -

Stair case - 2X2 5 1.25 0.12

9 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

(SOR. ITEM NO.-3.4/23)

10 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

(SOR. ITEM NO.-3.12.1/24)

Thermo-Mechanically treated bars FE 415

Quantity as per item No.-8

.@ 100 kg/cum(mailto:.@%20100%20kg/cum塹ᴻ䡿ⲯ嶂藄挧ꮥ) 17044.9 KG 54.5

12 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

(SOR ITEM NO.-2.1.1/16)

Foundations, footings, base of columns and plinth beam in any shape and size and all type of wall below plinth level

Colunm upto Plinth level

13 Wall of any thickness including attached pilasters, buttresses etc. in superstructure

Beams, lintels, Cantilevers & Walls.

(SOR ITEM NO.- 2.1.8/16)

Lintel Beam 3 105 0.2

Kitchen Platform 5 2.1 0.45

14 Columns, Pillars, Piers and likes- rectangular or square in shape

(SOR ITEM NO.- 2.1.5/16)

15 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

(SOR ITEM NO.- 2.1.7/16)

16 Stair cases of all types excluding spiral and folded plate type including risers and landings.

(SOR ITEM NO.- 2.1.15/17)

Stair case 2X2 5 1.25

Landing- 1X2 1.25 2.5

17 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

(SOR ITEM NO.- 7.5.4/45)

7.5.4) Cement Mortar 1:6 (1 cement : 6 coarse sand)

Bed Room 10 3 0.2

Living- 8 3.9 0.2

Kitchen & wash- 5 3.1 0.2

Balcony- 5 2 0.2

Stair- 5 2.5 0.2

Open to sky- 1 4 0.2

18 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

(SOR ITEM NO.- 7.5.4/45)

Cement Mortar 1:6 (1 cement : 6 coarse sand )

Extra for brick work in superstructure Above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

(SOR. ITEM NO.- 7.6/45)

Bed Room 5 3 0.2 2.6

Balcony- 5 1.5 0.2 2.6

Open to sky- 1 4 0.2 2.6

19 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:

( SOR ITEM NO.- 7.11/45)

7.11.2) Cement Mortar 1:4 (1 cement : 4 coarse sand)

Bed Room 5 3 2.6

Living- 5 3.9 2.6

Kitchen- 5 3.1 2.6

Balcony- 5 2 2.6

Kitchen opening- 5 0.9 2.1

20 Extra for half brick work in superstructure above plinth level for every storey or part therof in addition to rate for upto plinth:

( SOR ITEM NO.- 7.12/46)

As per Brickwork quantity SQM 11

21 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.

( SOR ITEM NO.- 7.20/46)

22 Providing and making 6 mm thick cement plaster of mix

(SOR. ITEM NO.-11.1/103)

11.1.2 ) In Cement mortar 1:4 (1 cement : 4 fine sand)

Chhajja,Lofts 2 Sqm

Deduction Partition wall- 60

23 Providing and making 12mm.thick cement plaster of mix :

(SOR. ITEM NO.-11.2/103)

11.2.4 ) In Cement Mortar 1:6 ( 1 Cement : 6 fine Sand)

Bed Room 10 3 2.975

Living- 10 3.9 2.975

Kitchen- 10 3.1 2.975

Balcony- 5 1.5 2.975

Open to sky- 1 4 2.975

24 Providing and making 15mm.thick cement plaster on the rough side of single or half brickwall of mix.

11.3.4. ) In Cement Mortar 1:6 (1 cement : 6 fine sand)

(SOR. ITEM NO.-11.3/103)

Bed Room 10 3 2.975

Living- 10 3.9 2.975

Kitchen- 10 3.1 2.975

Balcony- 5 1.5 2.975

Open to sky- 1 4 2.975

25 providing and making moulded mortar band in cment mortar 1:4 (1 cement : 4 fine sand ) per cm width:

11.33.2) 18 mm thick

(SOR. ITEM NO.-11.33/106) 1 1000 METRE 5.6

26 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

(SOR. ITEM NO.-9.6.2/80)

Stair Railing - 4 5.5 @ 20 kg/SQM KG 68

27 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

9.18.3) Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

(SOR. ITEM NO.-9.18/82)

28 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer.

(SOR. ITEM NO.-8.14/56)

8.14.2 35 mm. thick (single leaf)

D1(MAIN) 5 1 2.1

@ 10KG/SQM KG 75

29 Providing and fixing flush door shutters, confirming to IS : 2203 (Part 1) ,interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters excluding hinges.

(SOR. ITEM NO.-8.11/59)

8.13.3) 30 mm. thick (single leaf)

30 Providing and fixing and galvanized wire mesh of I.S. gauge designation 85 G. with wires 0.56 mm 19x12 mm teak wood beading including priming coat of red oxide zinc chromate primer.

(SOR ITEM NO.8.55/61)

31 Providing and fixing M.S. bright finished or black enameled sliding door bolts with bolts, nuts and necessary iron screws:

(SOR ITEM NO.8.99/66) 30 - - - EACH 72.5

32 Providing and fixing M.S. bright finished or black enameled Tower bolts (Barrel type) with necessary iron screws:

(SOR ITEM NO.8.102/66) 30 - - - EACH 34.5

33 Providing and fixing 150mm antique/ S.S. finished brass floor door stopper with rubber cushion and antique/ S.S. polished MS screws to suit the shutter thickness.

(SOR. ITEM NO.-8.90/65)

34 Providing and fixing M.S. bright finished or black enameled handles with necessary iron screws:

(SOR. ITEM NO.-8.103/67)

35 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

(SOR ITEM NO.9.37/84) 12 - - - EACH 97

36 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fiiting complete including applying a priming of red oxide zinc chromate primer.

(SOR. ITEM NO.-9.15/81)

37 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

(SOR. ITEM NO.- 12.50/118)

Landing- 2 1.25 2.5

38 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

12.7.1) Size upto 200x300mm

(SOR. ITEM NO.- 12.7.1/111)

Kitchen Dado- 5 2.1 0.6

39 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

(SOR. ITEM NO.-14.11.1/133)

PERIMETER OF BLOCK 1 99.6 3.1

40 Painting on new work (two or more coats) to give an even shade with Premium synthetic enamel paint

(SOR. ITEM NO.-14.22.2/134)

41 Distempering with acrylic washable distemper to give an even shade.

(SOR. ITEM NO.- 14.9/132)

14.9.1) On new work (two or more coats)

As per plastering-

Deduction outer area- 1 99.6 3

42 Providing and laying ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

Living- 5 3.9 3

Kitchen- 5 1.8 2.1

Inside lobby- 5 0.9 2

Balcony- 5 2 1.5

Stair & Lobby- 2 2.5

Skirting- 1 260 0.1

For Shelves- 5x3 1.4 0.45

Kitchen platform- 5 2.1 0.45

(SOR. ITEM NO.- 12.9/112) SQM 692

43 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.1 Plain/ normal coloured precast interlock concrete block

Parking- 1 Sqmt.

(SOR. ITEM NO.-12.65.1/120) SQM 436

44 Providing and fixing of RCC door frames as per direction of site engineer

DOOR 30 30 NOS. 750

Or say Rs. 3348000

(Rs. Thirty three Lakhs fourty eight Thousand Only)

DETAILED ESTIMATE FOR ONE BLOCK (21 UNITS) OF AFFORDABLE HOUSING OF "PRADHAN MANTRI AWAS YOJNA - HOUSING FOR ALL FOR DANTEWADA MUNICIPAL COUNCIL, DANTEWADA (C.G.)

S.No. PARTICULAR NO. L B H/D QTY. UNIT RATE AMOUNT

1 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

(SOR. ITEM NO.- 3.2.1/23)

3.4.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Colunm upto Slab level

Lintel Beam 1 120 0.2 0.2

Kitchen Platform 8 2.1 0.45 0.075

Stair case of types including risers & landings -

Stair case - 2X2 5 1.25 0.12

2 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

3 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

(SOR. ITEM NO.-3.12.1/24)

Thermo-Mechanically treated bars FE 415

Quantity as per item No.-8

.@ 95 kg/cum(mailto:.@%2095%20kg/cum塹ᴻ䡿ⲯ嶂藄挧ꮥ) 8373.77 KG 54.5

4 Wall of any thickness including attached pilasters, buttresses etc. in superstructure

Beams, lintels, Cantilevers & Walls.

(SOR ITEM NO.- 2.1.8/16)

Lintel Beam 3 120 0.2

Kitchen Platform 8 2.1 0.45

5 Columns, Pillars, Piers and likes- rectangular or square in shape

(SOR ITEM NO.- 2.1.5/16)

6 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

(SOR ITEM NO.- 2.1.7/16)

7 Stair cases of all types excluding spiral and folded plate type including risers and landings.

(SOR ITEM NO.- 2.1.15/17)

Stair case 2X2 5 1.25

Landing- 1X2 1.25 2.5

8 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

(SOR ITEM NO.- 7.5.4/45)

Cement Mortar 1:6 (1 cement : 6 coarse sand )

Extra for brick work in superstructure Above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

(SOR. ITEM NO.- 7.6/45)

Bed Room 8 3 0.2 2.6

Balcony- 8 1.5 0.2 2.6

9 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:

( SOR ITEM NO.- 7.11/45)

7.11.2) Cement Mortar 1:4 (1 cement : 4 coarse sand)

Bed Room 8 3 2.6

Living- 8 3.9 2.6

Kitchen- 8 3.1 2.6

Balcony- 8 2 2.6

Kitchen opening- 8 0.9 2.1

10 Extra for half brick work in superstructure above plinth level for every storey or part therof in addition to rate for upto plinth:

( SOR ITEM NO.- 7.12/46)

As per Brickwork quantity SQM 11

11 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.

( SOR ITEM NO.- 7.20/46)

12 Providing and making 6 mm thick cement plaster of mix

(SOR. ITEM NO.-11.1/103)

11.1.2 ) In Cement mortar 1:4 (1 cement : 4 fine sand)

Chhajja,Lofts 2 Sqm

Deduction Partition wall- 120

13 Providing and making 12mm.thick cement plaster of mix :

(SOR. ITEM NO.-11.2/103)

11.2.4 ) In Cement Mortar 1:6 ( 1 Cement : 6 fine Sand)

Bed Room 16 3 2.975

Living- 8 3.9 2.975

Kitchen- 16 3.1 2.975

Balcony- 8 1.5 2.975

14 Providing and making 15mm.thick cement plaster on the rough side of single or half brickwall of mix.

11.3.4. ) In Cement Mortar 1:6 (1 cement : 6 fine sand)

(SOR. ITEM NO.-11.3/103)

Bed Room 16 3 2.975

Living- 8 3.9 2.975

Kitchen- 16 3.1 2.975

Balcony- 8 1.5 2.975

15 providing and making moulded mortar band in cment mortar 1:4 (1 cement : 4 fine sand ) per cm width:

11.33.2) 18 mm thick

(SOR. ITEM NO.-11.33/106) 1 1000 METRE 5.6

16 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

(SOR. ITEM NO.-9.6.2/80)

Stair Railing - 4 5.5 @ 20 kg/SQM KG 68

17 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

9.18.3) Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

(SOR. ITEM NO.-9.18/82)

18 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. kg 75.00

(SOR. ITEM NO.-8.14/56)

8.14.2 35 mm. thick (single leaf)

D1(MAIN) 8 1 2.1

@ 15KG/SQM KG 75

19 Providing and fixing flush door shutters, confirming to IS : 2203 (Part 1) ,interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters excluding hinges.

(SOR. ITEM NO.-8.11/59)

8.13.3) 30 mm. thick (single leaf)

20 Providing and fixing and galvanized wire mesh of I.S. gauge designation 85 G. with wires 0.56 mm 19x12 mm teak wood beading including priming coat of red oxide zinc chromate primer.

(SOR ITEM NO.8.55/61)

21 Providing and fixing M.S. bright finished or black enameled sliding door bolts with bolts, nuts and necessary iron screws:

(SOR ITEM NO.8.99/66) 48 - - - EACH 72.5

22 Providing and fixing M.S. bright finished or black enameled Tower bolts (Barrel type) with necessary iron screws:

(SOR ITEM NO.8.102/66) 48 - - - EACH 34.5

23 Providing and fixing 150mm antique/ S.S. finished brass floor door stopper with rubber cushion and antique/ S.S. polished MS screws to suit the shutter thickness.

(SOR. ITEM NO.-8.90/65)

24 Providing and fixing M.S. bright finished or black enameled handles with necessary iron screws:

(SOR. ITEM NO.-8.103/67)

25 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

(SOR ITEM NO.9.37/84) 18 - - - EACH 97

26 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fiiting complete including applying a priming of red oxide zinc chromate primer.

(SOR. ITEM NO.-9.15/81)

27 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

(SOR. ITEM NO.- 12.50/118)

Landing- 2 1.25 2.5

28 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

12.7.1) Size upto 200x300mm

(SOR. ITEM NO.- 12.7.1/111)

Kitchen Dado- 8 2.1 0.6

29 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

(SOR. ITEM NO.-14.11.1/133)

PERIMETER OF BLOCK 1 128 3

30 Painting on new work (two or more coats) to give an even shade with Premium synthetic enamel paint

(SOR. ITEM NO.-14.22.2/134)

31 Distempering with acrylic washable distemper to give an even shade.

(SOR. ITEM NO.- 14.9/132)

14.9.1) On new work (two or more coats)

As per plastering-

Deduction outer area- 1 128 3

32 Providing and laying ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

Living- 8 3.9 3

Kitchen- 8 1.8 2.1

Inside lobby- 8 0.9 2

Balcony- 8 2 1.5

Stair & Lobby- 4 2.5

Skirting- 1 520 0.1

For Shelves- 8X3 1.4 0.45

Kitchen platform- 8 2.1 0.45

(SOR. ITEM NO.- 12.9/112) SQM 692

33 Providing and fixing of RCC door frames as per direction of site engineer

DOOR 48 NOS. 750

Or say Rs. 2531450

(Rs. Twenty Five Lakhs thirty one Thousand five hundred fifty Only)

DETAILED ESTIMATE FOR ONE BLOCK (21 UNITS) OF AFFORDABLE HOUSING OF "PRADHAN MANTRI AWAS YOJNA - HOUSING FOR ALL FOR DANTEWADA MUNICIPAL COUNCIL, DANTEWADA (C.G.)

S.No. PARTICULAR NO. L B H/D QTY. UNIT RATE AMOUNT

1 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

(SOR. ITEM NO.- 3.2.1/23)

3.4.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Colunm upto Slab level

Lintel Beam 1 120 0.2 0.2

Kitchen Platform 8 2.1 0.45 0.075

Stair case of types including risers & landings -

Stair case - 2X2 5 1.25 0.12

2 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

3 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

(SOR. ITEM NO.-3.12.1/24)

Thermo-Mechanically treated bars FE 415

Quantity as per item No.-8

.@ 95 kg/cum(mailto:.@%2095%20kg/cum塹ᴻ䡿ⲯ嶂藄挧ꮥ) 8537.9 KG 54.5

4 Wall of any thickness including attached pilasters, buttresses etc. in superstructure

Beams, lintels, Cantilevers & Walls.

(SOR ITEM NO.- 2.1.8/16)

Lintel Beam 3 120 0.2

Kitchen Platform 8 2.1 0.45

5 Columns, Pillars, Piers and likes- rectangular or square in shape

(SOR ITEM NO.- 2.1.5/16)

6 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

(SOR ITEM NO.- 2.1.7/16)

7 Stair cases of all types excluding spiral and folded plate type including risers and landings.

(SOR ITEM NO.- 2.1.15/17)

Stair case 2X2 5 1.25

Landing- 1X2 1.25 2.5

8 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

(SOR ITEM NO.- 7.5.4/45)

Cement Mortar 1:6 (1 cement : 6 coarse sand )

Extra for brick work in superstructure Above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

(SOR. ITEM NO.- 7.6/45)

Bed Room 8 3 0.2 2.6

Balcony- 8 1.5 0.2 2.6

9 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:

( SOR ITEM NO.- 7.11/45)

7.11.2) Cement Mortar 1:4 (1 cement : 4 coarse sand)

Bed Room 8 3 2.6

Living- 8 3.9 2.6

Kitchen- 8 3.1 2.6

Balcony- 8 2 2.6

Kitchen opening- 8 0.9 2.1

10 Extra for half brick work in superstructure above plinth level for every storey or part therof in addition to rate for upto plinth:

( SOR ITEM NO.- 7.12/46)

As per Brickwork quantity SQM 11

11 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.

( SOR ITEM NO.- 7.20/46)

12 Providing and making 6 mm thick cement plaster of mix

(SOR. ITEM NO.-11.1/103)

11.1.2 ) In Cement mortar 1:4 (1 cement : 4 fine sand)

Chhajja,Lofts 2 Sqm

Deduction Partition wall- 120

13 Providing and making 12mm.thick cement plaster of mix :

(SOR. ITEM NO.-11.2/103)

11.2.4 ) In Cement Mortar 1:6 ( 1 Cement : 6 fine Sand)

Bed Room 16 3 2.975

Living- 8 3.9 2.975

Kitchen- 16 3.1 2.975

Balcony- 8 1.5 2.975

14 Providing and making 15mm.thick cement plaster on the rough side of single or half brickwall of mix.

11.3.4. ) In Cement Mortar 1:6 (1 cement : 6 fine sand)

(SOR. ITEM NO.-11.3/103)

Bed Room 16 3 2.975

Living- 8 3.9 2.975

Kitchen- 16 3.1 2.975

Balcony- 8 1.5 2.975

15 providing and making moulded mortar band in cment mortar 1:4 (1 cement : 4 fine sand ) per cm width:

11.33.2) 18 mm thick

(SOR. ITEM NO.-11.33/106) 1 1000 METRE 5.6

16 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

(SOR. ITEM NO.-9.6.2/80)

Stair Railing - 4 5.5 @ 20 kg/SQM KG 68

17 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

9.18.3) Single rebate/ mullion 100mmx50mm size, 1.25mm thick sheet

(SOR. ITEM NO.-9.18/82)

18 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. kg 75.00

(SOR. ITEM NO.-8.14/56)

8.14.2 35 mm. thick (single leaf)

D1(MAIN) 8 1 2.1

@ 15KG/SQM KG 75

19 Providing and fixing flush door shutters, confirming to IS : 2203 (Part 1) ,interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters excluding hinges.

(SOR. ITEM NO.-8.11/59)

8.13.3) 30 mm. thick (single leaf)

20 Providing and fixing and galvanized wire mesh of I.S. gauge designation 85 G. with wires 0.56 mm 19x12 mm teak wood beading including priming coat of red oxide zinc chromate primer.

(SOR ITEM NO.8.55/61)

21 Providing and fixing M.S. bright finished or black enameled sliding door bolts with bolts, nuts and necessary iron screws:

(SOR ITEM NO.8.99/66) 48 - - - EACH 72.5

22 Providing and fixing M.S. bright finished or black enameled Tower bolts (Barrel type) with necessary iron screws:

(SOR ITEM NO.8.102/66) 48 - - - EACH 34.5

23 Providing and fixing 150mm antique/ S.S. finished brass floor door stopper with rubber cushion and antique/ S.S. polished MS screws to suit the shutter thickness.

(SOR. ITEM NO.-8.90/65)

24 Providing and fixing M.S. bright finished or black enameled handles with necessary iron screws:

(SOR. ITEM NO.-8.103/67)

25 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

(SOR ITEM NO.9.37/84) 18 - - - EACH 97

26 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fiiting complete including applying a priming of red oxide zinc chromate primer.

(SOR. ITEM NO.-9.15/81)

27 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

(SOR. ITEM NO.- 12.50/118)

Landing- 2 1.25 2.5

28 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

12.7.1) Size upto 200x300mm

(SOR. ITEM NO.- 12.7.1/111)

Kitchen Dado- 8 2.1 0.6

29 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

(SOR. ITEM NO.-14.11.1/133)

PERIMETER OF BLOCK 1 128 3

30 Painting on new work (two or more coats) to give an even shade with Premium synthetic enamel paint

(SOR. ITEM NO.-14.22.2/134)

31 Distempering with acrylic washable distemper to give an even shade.

(SOR. ITEM NO.- 14.9/132)

14.9.1) On new work (two or more coats)

As per plastering-

Deduction outer area- 1 128 3

32 Providing and laying ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.

Living- 8 3.9 3

Kitchen- 8 1.8 2.1

Inside lobby- 8 0.9 2

Balcony- 8 2 1.5

Stair & Lobby- 4 2.5

Skirting- 1 520 0.1

For Shelves- 8X3 1.4 0.45

Kitchen platform- 8 2.1 0.45

(SOR. ITEM NO.- 12.9/112) SQM 692

33 Providing and fixing of RCC door frames as per direction of site engineer

DOOR 48 NOS. 750

Or say Rs. 2564000

(Rs. Twenty Five Lakhs sixty four Thousand Only)