Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 47,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DWSD_80284_1Bid Award Id
ViewTender No
DWSD/SAHIBGANJ- 01/2023-24(3RD)Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
(a) Up to 30 mtr. Depth bellow G.L. in Rural Areas
150
70125
467.5
(b) Beyond 30 mtr.Up to 100 Mtr. in Rural Areas
450
226710
503.8
Supplying all materials , labours , equipments for lowering 125 mm dia UPVC Blue pipes as casing for protecting the sites from falling during the process of drilling all complete including carriage to work site.
150
2317
15.45
Supplying labour, cement and Calcium chloride or bentonite solution and equipments for grouting to casing pipe after lowering in the bore etc. all complete as per specification and direction of E/I.
5
863
172.7
Supplying all tools , equipments and labours and doing washing flushing and developments of drilled tube well to give clean and clear water all complete as per direction of E/I.
2.5
9812
3925.18
Supplying, labours and equipments including 125 mm dia G.I. cap and fitting and fixing over the tube well properly and taking it out as per direction of E/I ( The cap will be property of contractor.)
5
770
154
B. Civil Portion
-
-
-
Supplying all tools , equipments and labours and lowering 32 mm dia G.I. suspension pipe in 3 mtr. Length in the drilling bore of tube well etc. all complete job as per direction of E/I
120
2210
18.42
Providing labour for fitting and fixing deep well cylinder jointing materials ,chrome leather bucket all tools and plant etc. required for the job for low water level all complete job as per specification and direction of E/I .
5
1143
228.69
Supplying all materials , labours and equipments and fitting fixing the I.M. II Hand Pump with all accessories including carriage to work site as per direction of E/I.
5
869
173.91
Supplying all materials , labours and equipments for providing P.C.C. (1:2:4 circular platform around the drilled tube well including 12 mm thick cement plaster(1.4)with neat cement punning over exposed surface as per UNICEF Design & Drwaing etc. all complete as per direction of E/I.
5
41250
8250
Supplying all materials labour and equipment for constructing PCC(1:2:4) drain as per UNICEF Design & Drwaing all complete as per direction of E/I.
15
7375
491.7
C. Cost of Materials
-
-
-
Cost of one no. of ISI marked India Mark-II hand pump confirming to IS.15500 (Part-II)/2004 with amendment with all accessories including 8 nos. 12 mm dia. B.S.connecting rod .
5
52800
10560
Cost of 32 mm dia G.I pipe 3.00 Mtrs. long screwed at both ends with seamless Socket as per IS:1239(Part 1990)
120
39600
330
Cost of (125mm dia 140 mm O.D.) Blue UPVC casing pipe
150
85774
571.83
2. Construction of Hand Wash Unit
-
-
-
A. Hand wash Unit
-
-
-
Earth work in excavation in foundation isolated footing trenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50mtr. Including all lift, leveling. Ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I
-
-
-
Foundation
2.7
451
167.33
Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceed 150mm thick with all lead and lift including cost of materials labours royalty and taxes all complete as per building specification and direction.
-
-
-
Foundation
0.45
265
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.
-
-
-
Foundation
4.5
1604
356.52
Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I.
-
-
-
Foundation
-
-
-
Over wall
-
-
-
Total
0.75
3448
4598.23
Providing designation 75 A Brick work in C.M. (1:6) in Foundation with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, materials, scaffolding, raking out joints 15 mm depth, curing, taxes and royalty all compelete as per building specification and direction of E/I.
-
-
-
Wall
6.65
36172
5439.5
Providing Precast R.C.C M-200 with nominal mix of (1:1.5:3) slab of desired size with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse send of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) , taxes & royalty all complete as per building specification & direction of E/I.
-
-
-
Slab
-
-
-
Border
-
-
-
Total
0.65
3953
6082.45
Providing 12mm cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening curing with all leads & lift of water scaffolding taxes & royalty all complete as per building specification and direction of E/I
-
-
-
Wall
-
-
-
Side wall
-
-
-
Slab Floor
-
-
-
Total
59.15
9807
165.8
Providing and laying 6 mm precast white glazed tiles in walls over 12 mm cement mortar(1:3) and jointed with gray cement slurry,flush pointed with white cement including rubbing,polishing and cost of curing, taxes and royalty all complete as per building specification and direction of E/I.
-
-
-
Slab Floor
10.4
13412
1289.62
Providing Tor steel reinforcement of 8mm, 10mm, 12mm, & 16mm dia bar as per approved design and drawing excluding carriage of bars to work sites cutting bending and binding with annealed wire with cost of wire removal of rust placing the rod in position all complete as per building specification and direction of E/I.
-
-
-
1) Item – 7
-
-
-
8mm dia rod
0.06
4761
83314.02
Carriage of following materials to work site including loading unloading and taking etc. all complete as per building specification and direction of E/I.
-
-
-
Brick-20 km lead(19P + 1K)
2845
3419
1.2
Sand-30 km lead(29P + 1K)
4.35
2462
566.1
Cement-10 km lead
1.3
653
502.6
Stone Chips- 20km lead(19P + 1K)
1.25
521
417.3
Rod-10 km lead
0.05
25
502.6
3. Construction of Soak Pit with Drain for recharging of water
-
-
-
Earth work in excavation in foundation in trenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50mtr. Including all lift, leveling. Ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I
-
-
-
Foundation
-
-
-
Deduction
-
-
-
Net qty.
20.65
3455
167.33
Providing coarse clean sand in filling in foundation trenches and in plinth including ramming and watering in layers not exceed 150mm thick with all lead and lift including cost of materials labours royalty and taxes all complete as per building specification and direction.
-
-
-
Around of soakpit
-
-
-
Foundation
-
-
-
Total
5.75
3389
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.
-
-
-
Foundation
9.8
3493
356.52
Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I.
-
-
-
Foundation
0.79
3609
4598.23
Providing 250 mm thick brick jali work in C.M (1:8) in foundation with designation 75 A brick and approved quality of clean coarse sand finihed with deep ruled pointing in C.M (1:3) etc all complete job.
-
-
-
Foundation
26.5
34689
1309.28
Providing designation 75A brick work in C.M (1:6) in foundation and plinth with approved quality sand of F.M 2.5 including cost of screening racking out joints to 15mm depth curing royalty and taxes etc all complete job as per specification and direction of E/I.
-
-
-
Bottom of Brick jali
-
-
-
Top of Brick jali
-
-
-
Total
1.47
7996
5439.85
Providing following materials as filter media in the pit of approved quality & size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty
-
-
-
(a) Aggregates (63mm to 45mm) (M-008)
1.2
849
707.53
(b) Aggregates (53mm to 22.4mm) (M-007)
1.2
887
739.72
(c) Aggregates (10mm to 5 mm) (M-010)
1.2
977
814.28
( d) Coarse sand (M-001))
1.2
498
415.58
Providing precast R.C.C M- 200 with Nominal mix (1:1.5:3) slab of desired size with approved quality of stone chips & clean coarse sand with all complete job.
-
-
-
Slab
0.89
5382
6082.45
Providing for reinforcement as per approved design & drawing excluding carriage to work site including cutting bending binding etc all complete job.
-
-
-
8 mm dia
0.07
5415
83314.02
Providing 12mm cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening curing with all leads & lift of water scaffolding taxes & royalty all complete as per building specification and direction of E/I
-
-
-
Out side
-
-
-
Inside
-
-
-
Slab
-
-
-
Total
17.08
2831
165.8
Providing, fitting and fixing suitable M.S grating wt. not less than 1.25 kg at inlet of soak pit & cleaning of site for execution of work as per direction of E/I.
5
500
100
Supplying all materials labour and equipment for constructing PCC(1:2:4) drain as per UNICEF Design & Drwaing all complete as per direction of E/I.
15
7375
491.7
Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I.
-
-
-
Brick-20 km lead(19P + 1K)
4885
5871
1.2
Sand-30 km lead(29P + 1K)
11.8
6679
566.1
Cement-10 km lead
1.7
854
502.6
Stone Chips- 20km lead(19P + 1K)
7.55
3150
417.3
Rod-10 km lead
0.07
32
502.6
4. (A) Construction of Brick work for protection of HDPE Tank. & Solar Structure Base Foundation
-
-
-
Providing designation 75A brick work in C.M (1:6) in Superstructure with approved quality sand of F.M 2.5 including cost of screening racking out joints to 15mm depth curing royalty and taxes etc all complete job as per specification and direction of E/I.
-
-
-
Brick wall
-
-
-
Bottom of HDPE Tank
-
-
-
Total
7.7
42917
5573.67
Providing 12mm cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening curing with all leads & lift of water scaffolding taxes & royalty all complete as per building specification and direction of E/I
-
-
-
Out side
-
-
-
Inside
-
-
-
Top wall
-
-
-
Total
57.1
9467
165.8
B. Solar Structure Base Foundation
-
-
-
Providing R.C.C M-200 with nominal mix of (1:1.5:3) slab of desired size with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse send of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) , taxes & royalty all complete as per building specification & direction of E/I.
-
-
-
Beam
-
-
-
Column
-
-
-
Total
2.8
16771
5989.72
Carriage of following materials to work site (avg lead) including loading unloading and taking etc. all complete as per building specification and direction of E/I.
-
-
-
Sand-30 km lead(29P + 1K)
1.2
679
566.1
Cement-10 km lead
1.2
603
502.6
Stone Chips- 20km lead(19P + 1K)
2.4
1001
417.3
5. Work for Sanitary Installation and all allied Fitting-Fixing work etc
-
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fitting. This includes jointing of pipes & fitting with one step CPVS solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
-
-
-
15 mm dia. CPVC pipe
125
27668
221.35
25 mm dia. CPVC pipe
375
138993
370.65
Providing and fixing Gun metal full way valve of approved quality, all complete, as per specification and direction of E/I.
-
-
-
25 mm dia and weight not less than 500 gms.
10
5864
586.47
Providing and fixing G.M. non-return valve Horizontal/vertical type of approved qualilty as per specification and direction of Engineer-in-Charge.
-
-
-
25mm dia weight not less than 375 gms. (vertical)
5
2680
536.07
Supplying fitting and fixing polythine water storage tank of ISI mark (e.g) syntax / sinter / Himgiri / Gangotri with Cover and locking system, making 4 nos of holes for inlet , out let scour, over flow including supplying fitting and fixing ball cock, required fittings and carriage to work site hoisting on roof taxes and royalty all complete as per specification and direction of E/I.(2 nos. x1000 lt.)
10000
74300
7.43
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.all complete as per specification and direction of E/I.
-
-
-
32mm dia
40
7172
179.31
Making hole in Tank
40
1000
25
Providing and fixing 15 mm dia male ended C.I.Body M.S. Spindle valve and C.I. seat (Wt. not less than 400 gms.) of approved quality with extrasocket all complete as per specifica-tion and direction of E/I.
40
7983
199.58
6.Supplying and Installation of 1.0HP Solar Pump Motor
-
-
-
Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
-
-
-
SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PV modules should be minimum 200 watt peak.
-
-
-
i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
-
-
-
ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
-
-
-
iii) The PV modules should be mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
-
-
-
iv) The module mounting structure should be hot dip galvanized according to IS 4759.
-
-
-
v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
-
-
-
vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
-
-
-
vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
-
-
-
viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
-
-
-
ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
-
-
-
x) The motor pump set should have a 5 years warranty.
-
-
-
xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
-
-
-
xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
-
-
-
xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
-
-
-
xiv) With third party inspection before dispatch.
-
-
-
xv) Provision for web based remote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and down time of the pump during the year, number of days the pump was unused or under breakdown repairs.
-
-
-
The following details should be marked indelibly on the motor pump set
-
-
-
a) Name of the Manufacturer or Distinctive Logo.
-
-
-
b) Model Number.
-
-
-
c) Serial Number.
-
-
-
Solar submersible motor pump (SPV DC Type)
-
-
-
1.0 HP (DC Pump) with 900 WP (minimum) as per MNRE.Head Max Shut-off head 120 mtrs.
5
595000
119000
Provision of Solar Night Lamp.
5
5000
1000
7.Annual Operation & Maintenance Cost for 5 years
-
-
-
O & M Cost for 1st year
5
45000
9000
O & M Cost for 2nd year
5
54492
10898.56
O & M Cost for 3rd year
5
57762
11552.47
O & M Cost for 4th year
5
61228
12245.62
O & M Cost for 5th year
5
64901
12980.35
Provision of one no SIM card &its recharging cost for RMC
25
20000
800
Add 18 % GST
1
352981
352981.93
Add 1% Labour Cess
1
23139
23139.93
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