Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date28 Jan 2025
Closing Date2 Feb 2025
Tender Amount₹ 7,94,198 
Notes
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PROVIDING P.C.C.M 150 IN NOMINAL MIX OF (1:2:4) IN FOUNDATION WITH APPROVED QUALITY OF STONE -----DO ------

1.49

5626

8383.05

... More
REINFORCED CEMENT CONCRETE WORK IN WALLS. (ANY THICKNESS) INCLUDING ATTACHED PILASTERS, BUTTERSSES ,PLINTH AND STRING COURSES ,FILLETS, COLUMNS, PILLARS ,PIERS, ABUTMENTS , POSTS, AND STRUTS ETC ABOUT PLINTH LEVEL UP TO FLOOR FIVE LEVEL EXCLUDING COST OF CENTRING SHUTTERING FINISHING AND REINFORCEMENT

2.37

5989

14195.64

... More
REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS 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 , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3)

1.04

6308

6561.22

... More
REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS 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 , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3)

4.15

6082

25242.17

... More
PROVIDING DESIGNATION 75A BRICK WORK IN C.M. (1:6) IN FOUNDATION AND PLINTH LEVEL - DO -

1.57

5439

8540.56

... More
REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS 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 , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3)

5.36

5573

29874.87

... More
REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS 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 , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3)

0.22

6308

1387.95

... More
REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS 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 , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3)

0.15

6308

946.33

... More
REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS 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 , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3)

0.11

6308

693.98

... More
REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS 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 , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3)

1.45

6308

9147.86

... More
REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS 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 , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3)

3.4

6606

22461.66

... More
PROVIDING 12MM THICK WATER PROF CEMENT PLASTER (1:3) WITH 5 % CICO DO … …… DO……… ALL COMPLETE JOB PUMP HOUSE

10.56

189

1997.21

... More
PROVIDING 12MM THICK WATER PROF CEMENT PLASTER (1:3) WITH 1.5MM CEMENT PUNING INCLUDING CURING CARRIAGE OF WATER WITH ALL LEADS AND LIFTS AS PER BUILDING SPECIFICATION AND DIRECTION - DO -

54.97

243

13388.49

... More
PROVIDING TOR STEEL REINFORCEMENT OF 10MM , 12MM, 16MM DIA BARS AS PER APPROVED DESIGN AND DRAWING DO …………. ALL COMPLETE JOB FOUNDATION

1.16

80879

93819.72

... More
SUPPLYING FITTING AND FIXING 20 GUAGE G.C.I SEAT GATE FITTED ON MS ANGLE FRAME OF SIZE 60x60x6MM INCLUDING COST OF FIBRECATION PROVIDING NECESSARY LOCKING ARRANGEMENT WITH HOSKAL AND DOMINY DULY FIXED IN PCC (1:2:4) BLOCK OF REQUIRED SIZE , APPLYING A PRIMING RED LEAD PAINT OVER STEEL WORK , TAXES ALL COMPLETE AS PER DRAWING SPECIFICATION AND DIRECTION OF E/I

4.83

4283

20687.57

... More
SUPPLYING FITTING AND FIXING MS GRILL GATE WITH MS GRILL MADE OF 20x6MM MS FLATS OR 16 MM MS SQUARE BARS FITTED ON 25x25x6MM MS ANGLE FRAME

60

118

7138.8

... More
PROVIDING 12 MM CEMENT PLASTER WITH CLEAN COURSE SAND OF F.M 1.5 INCLUDING SCREENING CURING WITH ALL LEADS AND LIFTS OF WATER SCAFFOLDING TAXES ANDROID ALL COMPLETE AS PER BUILDING SPECIFICATION AND DIRECTION OF E/ I WITH 1.5MM CEMENT PUNING INCLUDING CURING CARRIAGE OF WATER WITH ALL LEADS AND LIFTS AS PER BUILDING SPECIFICATION AND DIRECTION - DO -

8.3

235

1950.75

... More
PROVIDING 6 MM CEMENT PLASTER(1:4) IN CELLING WITH CLEAN COURSE SAND OF F.M 1.5

23.15

184

4260.99

... More
PROVIDING 12 MM CEMENT PLASTER (1:6) WITH CLEAN COURSE SAND OF F.M 1.5

57.84

165

9589.87

... More
PROVIDING TO COAT OF SNOWCEM OF APPROVED SHADE AND MAKE OVER A COAT OF CEMENT PRIMER ON NEW SURFACE INCLUDING PREPAIRING THE PLASTERED SURFACE SMOOTH WITH SANDPAPER SCAFFOLDING CURING AND TEXAS ALL COMPLETE AS PER BUILDING SPECIFICATION AND DIRECTION OF E/I

81

109

8834.67

... More
EXTRA FOR EACH COAT OF CEMENT WASH, DISTEMPER , PANT OP SNOWSEEM OVER EXTERIOR SURFACE FOR EACH CONSECUTIVE FLOOR ABOVE FIRST FLOOR INCLUDING SPECIFICATION ETC ALL COMPLETE AS PER SPECIFICATION AND DIRECTION OF E/I

15.43

66

1019

... More
EXTRA COST OF RCC / PCC WORK FOR EACH CONSUTIVE FLOOR ABAVE FIRST FLOOR DO………DO……..AL COMPLETE JOB

6.07

289

1759.57

... More
EXTRA FOR PLASTER WORK OVER EXTERIOR SURFACE FOR EACH CONSECUTIVE FLOOR ABOVE FIRST FLOOR INCLUDING COST OF SCAFFOLDING ETC ALL COMPLETE AS PER DIRECTION OF E/I

54.97

20

1120.29

... More
EXTRA FOR CENTERING AND SHUTTERING IN RCC WORK OF BEAM , STIFFNER AND COLUMN ROOF JOINTS OF 100MM GAP DO ……. DO…… ALL COMPLETE JOB BEAM

0.44

4089

1799.42

... More
EXTRA FOR CENTERING AND SHUTTERING IN RCC WORK OF BEAM , STIFFNER AND COLUMN ROOF JOINTS OF 105MM GAP DO ……. DO…… ALL COMPLETE JOB BEAM

1.27

4612

5857.9

... More
ADD. CARRIAGE COST OF MATERIALS (1) CEMENT LEAD FROM 14+1 KM

7.7

561

4320.47

... More
(2) STONE CHIPS LEAD FROM 27+3 KM

12.76

580

7408.46

... More
(3) ROD LEAD FROM 14+1 KM

1.16

561

649.75

... More
(4) SAND LEAD FROM 27+3 KM

15.54

580

9022.52

... More
(5) BRICK LEAD FROM 60 KM

3435

2

9421.52

... More
Provision & Installation of Solar Powered submursible Auto run & Stop DC Pump Matur (900 Wpjol stainless steel suitable for ınıniinurn 125mmx115mm bure well operating head 60.00m discharge rata viidimum 2000 LPH with lowering up to 57.00m suinture, dia. HOPE pipe 82.5sq mm x3core flat submelbiuro cable, di IS694:1190 Including monol Poly Crystalina PVC ndry (200WP) mounted on sivel structura lal strage water marik 1500mhighjin a suitable deection to optimize panel uses and wihstand the wind pressure up 10 200 Kim Thour thing suitable arrangements in operated Hand pump inanually in the same hon wher there is no solar power including 5 years warranty agaw'sı nelerts materiais and workmanship with sucking arrangement of swich.boogd the system should be COnenoty

1

100000

100000

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EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES IN ORDINARY SOIL ( VIDE CLASSIFICATION OF SOIL ITEM _ A ) AND DISPOSAL OF EXCAVATED EARTH AS ABTAINED TO A DISTANCE UPTO 50 M. INCLUDING ALL LIFTS, LEVELLING, RAMMING THE FOUNDATION TRENCHES , REMOVING ROOTS OF TREES, SHURBS ALL COMPLETE AS PER APPROVED DESIGN . BUILDING SPECIFICATION AND DIRECTION OF E/I OR EXTRA OF EARTHWORK IN HARD SOIL AS PER SPECIFICATION AND DIRECTION OF ( VIDE CLASSIFICATION OF SOIL ITEM _ B)

4.13

167

691.07

... More
PROVIDING COARSE CLEAN SAND IN FILLING IN FOUNDATION TRENCHES OR IN PLINTH INCLUDING RAMMING AND WATERING IN LAYERS NOT EXCEEDING 150MM THICK WITH ALL LEADS AND LIFTS INCLUDING COST OF ALL MATERIALS , LABOUR , ROYALTY AND TAXES ALL COMPLETE AS PER BUILDING SPECIFICATION AND DIRECTION OF E/I (MODE OF MEASUREMENT COMPLETED VOLUME )

0.96

589

564.75

... More
Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I

1.96

356

698.78

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)

0.16

4027

632.26

... More
Providing 250mm thick brick jali work in C.M. (1:8) in superstructure with designation 75A brick and approved quality of clean coarse sand of F.M. 2 to 2.5, finished with deep ruled pointing in C.M. (1:3) with sand of F.M. 1.5 on entire surface including the cost of finished the holes, screening carriage of materials, scaffolding, raking out joints to 15 mm depth, curing taxes and royalty all complete, as per approveddesign, building specification and direction of E/

5.3

1309

6936.57

... More
Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.

0.29

5439

1599.32

... More
Providing following inaterials as filter media in the pit of approved quality & size in layers as per drawing all complete all luxes & royalry as per specilication and direction of E 1st Stone materals (camfooning to 25 table Su-100-7-1 Sma 0.786 x (1) x0 1-0 24 M

0.24

472

113.45

... More
Stone materials (confinning in M9400-2, Grade37- 20mm) 0.786 x (1)x0.3-0.24 M

0.24

805

193.22

... More
Stone materials (confirming to MUST table No.-400-7) ungraded (Gm) 0.180 x (1)2x0,3-0.24 M3

0.24

490

117.67

... More
Come and Nigroume than-2) 0.786 x (1)x0.3-0.24 M

0.24

240

57.7

... More
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. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size

0.18

4854

859.25

... More
providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I

14.01

82

1150.08

... More
Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

3.41

165

565.38

... More
Providing, fitting and fixing suitable M.S grating at inlet of soak pit weight not less than 25 kg. at all complere job. 12 Cortage of materals frurn kihi, site or quarry site to work sire

1

100

100

... More
ADD. CARRIAGE COST OF MATERIALS (1) CEMENT + ROD LEAD14+1 KM

0.37

561

207.61

... More
(2) STONE CHIPS LEAD 27+3 KM

1.51

580

876.71

... More
(4) SAND LEAD FROM 27+3 KM

2.36

580

1370.22

... More
(5) BRICK LEAD FROM 60 KM

977

2

2679.72

... More
EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES IN ORDINARY SOIL ( VIDE CLASSIFICATION OF SOIL ITEM _ A ) AND DISPOSAL OF EXCAVATED EARTH AS ABTAINED TO A DISTANCE UPTO 50 M. INCLUDING ALL LIFTS, LEVELLING, RAMMING THE FOUNDATION TRENCHES , REMOVING ROOTS OF TREES, SHURBS ALL COMPLETE AS PER APPROVED DESIGN . BUILDING SPECIFICATION AND DIRECTION OF E/I OR EXTRA OF EARTHWORK IN HARD SOIL AS PER SPECIFICATION AND DIRECTION OF ( VIDE CLASSIFICATION OF SOIL ITEM _ B)

47.91

167

8016.78

... More
PROVIDING COARSE CLEAN SAND IN FILLING IN FOUNDATION TRENCHES OR IN PLINTH INCLUDING RAMMING AND WATERING IN LAYERS NOT EXCEEDING 150MM THICK WITH ALL LEADS AND LIFTS INCLUDING COST OF ALL MATERIALS , LABOUR , ROYALTY AND TAXES ALL COMPLETE AS PER BUILDING SPECIFICATION AND DIRECTION OF E/I (MODE OF MEASUREMENT COMPLETED VOLUME )

7.98

589

4704.29

... More
Laying of G.I pipe of approved make trench with red ledand yarn with shoker...do..do..all complete.job 32 MM

252.43

21

5467.63

... More
Laying of G.I pipe of approved make trench with red ledand yarn with shoker...do..do..all complete.job 20MM

45.73

13

629.7

... More
Laying of G.I pipe of approved make trench with red ledand yarn with shoker...do..do..all complete.job 15 MM

45.73

13

621.47

... More
Supplaying. Glplpe of approved ...do..do..all complete.job 32 MM

252.43

457

115537.21

... More
Supplaying. Glplpe of approved ...do..do..all complete.job 20 MM

45.73

315

14420.96

... More
Supplaying. Glplpe of approved ...do..do..all complete.job 15 MM

45.73

267

12232.78

... More
cutting drain wise above ground level for laying pipedo..do..all complete job

3

199

599.01

... More
supplying tools and cutting road wall restoring same..do...do..all complete job. Pucca Road

13.94

814

11360.54

... More
Supplying materials and labour for construction of 600 mm x600 mm x 90mm stop cock chamber with cement brick 'masmory ..do...do..all complete job. Pucca

2

2485

4971.94

... More
Providing and lixing Gun metal full way valve of approved quility of valve all complete as per spicification and direction of E/1.

2

805

1611.12

... More
Providing and fixing 15 mm dia male ended C.I body brass spindle valve and seat bib cock of approved quality ..do..do.all.complete as per spicification and direction of E/I.

10

199

1995.8

... More
Supplaying and fixing GI fitting of approved make all complete as per specification and direction of Elbow 32 MM

10

175

1758.6

... More
Elbow 20mm

8

99

797.2

... More
Elbow 15 mm

20

80

1615.6

... More
teee 32 mm

4

190

762.52

... More
tee 20 mm

10

107

1073

... More
reducing socket 32 mm

4

143

575.04

... More
reducing socket 20 mm

6

83

503.34

... More
nipple 32 mm

5

155

777.55

... More
nipple 20 mm

4

93

375.16

... More
nipple 15 mm

4

78

312.76

... More
union socket 32 mm

3

243

730.86

... More
union socket 20 mm

4

126

506.28

... More
union socket 15 mm

6

97

583.32

... More
bends 32 mm

12

180

2169

... More
bends 20 mm

8

96

769.2

... More
bends 15 mm

8

84

674.72

... More
Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume

63.72

55

3522.44

... More
add S/B & PHOTOGRAPHY

1

3000

3000

... More
Add . 18 % GST

666385.57

-

119949.4

... More
add 1 % labour cess

786334.97

-

7863.35



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