National Rural Employment Programme Tender
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Costs
EMD
₹ 23,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NREPS_84242_1Bid Award Id
ViewTender No
NREP/SAHIBGANJ/24/2023-24/11Tender Authority
National Rural Employment Programme ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Supplying all material, labour & equipment of fittting 200mm dia m.s cap cover casing pipe all complete job
1
220
220
Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction E/I
1
3568
3568.35
Supplying all tools, equipments and labour and lowering 32 mm dia medium quality G.I. pipe in drilled tube well in 3 Mtrs. Length all complete as per dirction E/I including carriage of materials
60
1005
16.75
Basic rate of 32mm G.I. pipe in 3 mtrs. Length (medium) with seamless socket as per relevent B.I.S. specification IS 1239(PART-1)/2004
60
18000
300
Supplying, flat flexible submersible cable with copper M1062 conductor PVC insuleted & PVC sheathed as per IS:7098
15
2490
166
G.I Earth pipe electrode with salt/charkol-do-do-E/I all complete job
1
3985
3985
wiring for light point with 3/22 PVC insolated copper conductor -do-do-E/I all complete job 3.00 Point 794.00 2382.0
3
2382
794
wiring for 3 pin SAmp plug point with 3/22 copper cable - do-do-E/I all complete job
2
818
409
S/F/F charge with accessories materials(to be paid as per market rate)
1
6765
6765
Providing for Existing as per indian electricity rule 1950 with 10swg copper wire and 40mm dia G.I pipe-do-do-E/I all complete job
1
3759
3759
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)
14.28
2389
167.33
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 )
4.39
2587
589.51
PROVIDING 75A ONE BRICK FLAT SOLING IN FOUNDATION AND PLINTH DO….DO……. ALL COMPLETE JOB.. COLUMN
21.98
7836
356.52
PROVIDING P.C.C.M 150 IN NOMINAL MIX OF (1:2:4) IN FOUNDATION WITH APPROVED QUALITY OF STONE -----DO ------
1.49
8383
5626.21
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
14195
5989.72
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
6561
6308.87
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
25242
6082.45
PROVIDING DESIGNATION 75A BRICK WORK IN C.M. (1:6) IN FOUNDATION AND PLINTH LEVEL - DO -
1.57
8540
5439.85
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
29874
5573.67
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
1387
6308.87
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
946
6308.87
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
693
6308.87
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
9147
6308.87
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
22461
6606.37
PROVIDING 12MM THICK WATER PROF CEMENT PLASTER (1:3) WITH 5 % CICO DO … …… DO……… ALL COMPLETE JOB PUMP HOUSE
10.56
1997
189.13
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
13388
243.56
PROVIDING TOR STEEL REINFORCEMENT OF 10MM , 12MM, 16MM DIA BARS AS PER APPROVED DESIGN AND DRAWING DO …………. ALL COMPLETE JOB FOUNDATION
1.16
93819
80879.07
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
20687
4283.14
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
7138
118.98
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
1950
235.03
PROVIDING 6 MM CEMENT PLASTER(1:4) IN CELLING WITH CLEAN COURSE SAND OF F.M 1.5
23.15
4260
184.06
PROVIDING 12 MM CEMENT PLASTER (1:6) WITH CLEAN COURSE SAND OF F.M 1.5
57.84
9589
165.8
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
8834
109.07
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
1019
66.04
EXTRA COST OF RCC / PCC WORK FOR EACH CONSUTIVE FLOOR ABAVE FIRST FLOOR DO………DO……..AL COMPLETE JOB
6.07
1759
289.88
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
1120
20.38
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
1799
4089.59
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
5857
4612.52
ADD. CARRIAGE COST OF MATERIALS (1) CEMENT LEAD FROM 14+1 KM
7.7
4320
561.1
(2) STONE CHIPS LEAD FROM 27+3 KM
12.76
7408
580.6
(3) ROD LEAD FROM 14+1 KM
1.16
649
561.1
(4) SAND LEAD FROM 27+3 KM
15.54
9022
580.6
(5) BRICK LEAD FROM 60 KM
3435
9421
2.74
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
150000
150000
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
691
167.33
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
564
589.51
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
698
356.52
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
632
4027.14
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
6936
1309.28
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
1599
5439.85
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
113
472.7
Stone materials (confinning in M9400-2, Grade37- 20mm) 0.786 x (1)x0.3-0.24 M
0.24
193
805.1
Stone materials (confirming to MUST table No.-400-7) ungraded (Gm) 0.180 x (1)2x0,3-0.24 M3
0.24
117
490.3
Come and Nigroume than-2) 0.786 x (1)x0.3-0.24 M
0.24
57
240.4
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
859
4854.5
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
1150
82.09
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
565
165.8
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
ADD. CARRIAGE COST OF MATERIALS (1) CEMENT + ROD LEAD14+1 KM
0.37
207
561.1
(2) STONE CHIPS LEAD 27+3 KM
1.51
876
580.6
(4) SAND LEAD FROM 27+3 KM
2.36
1370
580.6
(5) BRICK LEAD FROM 60 KM
977
2679
2.74
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)
63.72
10662
167.33
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 )
10.62
6260
589.51
Laying of G.I pipe of approved make trench with red ledand yarn with shoker...do..do..all complete.job 32 MM
365.86
7924
21.66
Laying of G.I pipe of approved make trench with red ledand yarn with shoker...do..do..all complete.job 20MM
45.73
629
13.77
Laying of G.I pipe of approved make trench with red ledand yarn with shoker...do..do..all complete.job 15 MM
45.73
621
13.59
Supplaying. Glplpe of approved ...do..do..all complete.job 32 MM
365.86
167454
457.7
Supplaying. Glplpe of approved ...do..do..all complete.job 20 MM
45.73
14420
315.35
Supplaying. Glplpe of approved ...do..do..all complete.job 15 MM
45.73
12232
267.5
cutting drain wise above ground level for laying pipedo..do..all complete job
3
599
199.67
supplying tools and cutting road wall restoring same..do...do..all complete job. Pucca Road
13.94
11360
814.96
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
4971
2485.97
Providing and lixing Gun metal full way valve of approved quility of valve all complete as per spicification and direction of E/1.
2
1611
805.56
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
1995
199.58
Supplaying and fixing GI fitting of approved make all complete as per specification and direction of Elbow 32 MM
10
1758
175.86
Elbow 20mm
8
797
99.65
Elbow 15 mm
20
1615
80.78
teee 32 mm
4
762
190.63
tee 20 mm
10
1073
107.3
reducing socket 32 mm
4
575
143.76
reducing socket 20 mm
6
503
83.89
nipple 32 mm
5
777
155.51
nipple 20 mm
4
375
93.79
nipple 15 mm
4
312
78.19
union socket 32 mm
3
730
243.62
union socket 20 mm
4
506
126.57
union socket 15 mm
6
583
97.22
bends 32 mm
12
2169
180.75
bends 20 mm
8
769
96.15
bends 15 mm
8
674
84.34
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
3522
55.28
add S/B & PHOTOGRAPHY
1
3000
3000
Add . 18 % GST
1
177274
177274
add 1 % labour cess
1
11621
11621
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