Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date12 Aug 2024
Closing Date19 Aug 2024
Tender Amount₹ 6,28,948
Costs
EMD
₹ 12,579Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ZPHD_732643_4Bid Award Id
ViewTender No
eNIT-WBGP/04/KGP-I/2024-2025Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://http://jalpaigurizp.in/
GEM & Bid Advisory Services
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BOQ Items
PWD S&P SCHEDULE, PAGE NO. 53, ITEM 10(ii) , ,Supplying, fitting and fixing plug of approved make conforming to I.S. specifications.
(ii) 50 mm
1
71
71
PWD S&P SCHEDULE, PAGE NO. 53, ITEM 12(vi) ,,Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm., (VI) 50 MM
1
2203
2203
PWD S&P SCHEDULE, PAGE NO. 54, ITEM 17(i),, Supplying, fitting and fixing heavy type bell mouth reducing socket. (i) 50 mm X 100 mm
1
455
455
PWD S&P SCHEDULE, PAGE NO. 56, ITEM 27,,Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality.
1
2235
2235
PWD S&P SCHEDULE, PAGE NO. 102, ITEM 1,,Supply of G. I. pipes of TATA make including necessary sockets (f) 50 mm dia.
(ii) Medium quality
11
4422
402
(i) 100 mm dia. (i) Medium quality
44
36520
830
PWD Building SCHEDULE, Page - 99 / Item -1,,M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
I) For structural members of specified sections weighing less than 22.5 Kg./m
0.9
67113
74571
PWD Building SCHEDULE,Page - 1 / Item -2,,Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm.
8.64
1030
119.27
PWD Building SCHEDULE, Page - 14 / Item -1,,Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
5
1620
324
PWD Building SCHEDULE,Page - 35 / Item -22. II),,(II) Cement concrete with 30 mm down graded shingles excluding shuttering.
N.B. Variety
In ground floor (A) 1:3:6 Proportion
1.24
4190
3393
PWD Building SCHEDULE,Page - 26 / Item -10. ii),,Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree
2.48
11781
4745
125 mm thick brick work with cement morter (4:1) with 1 st class brick ,p16/11
7.2
4852
674
PWD Building SCHEDULE,Page - 42 / Item -36. ,, Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
10
2050
205
PWD Building SCHEDULE,Page - 43 / Item -40. ,,Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. Other than SAIL/TATA/RINL
0.24
15960
66502
Plaster (to wall floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed with 1:4 cement morter 20mm thick,P-189/It-1-II-a
10
1770
177
Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile &
finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic
adhesive & grout materials etc,.. (B) wall ...With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick
cement slurry at back side of tiles using cement @ 2.91
Kg/Sq.m & joint filling using white cement slurry @
0.20kg/Sq.m .... (a) Area of each tile upto 0.09 sq.m (i) Coloured decorative
8
5960
745
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick
work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick
work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling
bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone
chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover
slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from
the premises as per direction complete in all respect with all costs of labour and materials.
With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.
(SAIL/TATA/RINL)
1
15431
15431
PWD S&P SCHEDULE,Page - 29 / Item -a) ii),,Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. (a) For Exposed Work (ii) CPVC Pipes Class-2,SDR-13.5 From Storage Tank to Stand Post 25 mm
25
4500
180
PWD S&P SCHEDULE,Page - 37/Item -6 ,,Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer
(b) 1000 litre capacity
2
10256
5128
PWD S&P SCHEDULE,Page - 7 / Item -7. g),,(g) Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm. (i) 15 mm
2
338
169
PWD Building SCHEDULE,Page - 200/Item -1. a),,((b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
(b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white )
20
580
29
PWD Building SCHEDULE,Page - 200 / Item - 2. b) iv),,,(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
20
1580
79
Page No. 263, It No 8.07: .Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precastposts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in- Charge. (The rate is inclusive of cost of reinforcement,concrete, shuttering, nuts & bolts, washer etc. complete.)
1
2230
2230
Supply , transport , installation and commissioning of Solar PV installation for water pumping system with fixed structure consisting of solar panels framed in anodized aluminium frame mounted on stable hot dipped galvanized (with 80 micron thickness) mild steel structure of sufficient strength which can withstand load of modules and high wind velocities upto 150 Km/hr, having RCC foundation designed against all possible loads (Dead, Live and imposed load). Modules supplied with the SPV system should have certificate as per IEC 61215 specification or equivalent National or International standards and must be interconnected with 4/6 sq.mm cables routed in PVC conduits properly fitted along the G.I structure to provide a good aesthetic view. Modules must qualify to IEC 61730 part I and part II for safety qualification testing. The power output of individual PV modules used in the PV array, under STC, should be a minimum of 250 Watts peak, with adequate provision for measurement tolerances. Solar cells should be crystalline silicon cell with min. efficiency of 14% and fill factor more than 70%, should be laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity 3.2mm tempered glass including appropriate DC to AC inverter and power controlling unit (protected with IP65 class enclosure) with MPPT technology to run at low sunshine and minimum 5 hours a day run with all necessary accessories suitable for solar + grid operation and including all protections of AC induction motor pump. There should be a display of all measurable parameters including storing of data at a set interval and transfer it in a pendive thru USB port . There should also be provision of interfacing GPRS based data transmission. (The rate is inclusive of manufacturer's warranty and comprehensive maintenance for 1st year and comprehensive maintenace for 4 years beyond Ist year)
2000
232000
116
Lightning protection (on roof of Pump House): Lightning protection with 1.5" G.I pipe of 2 mts height fixed / mounted on pump house and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire fitted to 1.5" G.I at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the Parapet/Roof/ Wall with GI Saddles 1100 mm apart incl. mending good the damages to building works including Earthing with 65 mm dia GI pipe (TATAMedium)x 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 40 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mt
1
5200
5200
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below:
By ISI-Medium GI pipe
1
1464
1464.83
Connecting the equipment to the earth busbar incl. S&F GI wire of size bellow on wall /floor as required and making connection to the equipment with bolts, washers, cable lugs etc. as required and mending good damages. No 4 SWG GI wire
20
385
19.26
Installation of submersible electro motor pumping set of following capacities by using necessary requisite, tools and plants by lowering the same within the tubewell housing pipe upto the following depth as per direction by fitting, fixing column pipes and other accessories, fixtures with necessary nuts, bolts and washers and suspending the entire assembly of pump set vertically by fixing the same supported by M.S. clamps over the top of housing pipe, binding the motor cable with each column pipes and drawing cable upto pump controller/starter point including opening out of the top cap of housing pipe of the tubewell and testing of motor both in loading as well as in unloaded condition before and after installation of the same. (The rate is inclusive of hiring charges of tools & plants.)
(b) 30 cubic metre per hour capacity electro motor pumping set.
(i) Length of pump assembly not exceeding 18 metre length
1
617
617
Lightning protection(pole mounted) : Lightning protection with 3" X 1.5" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the Parapet/Roof/ Wall with GI Saddles 1100 mm apart incl. mending good the damages to building works including Earthing with 65 mm dia GI pipe (TATA-Medium)x 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 40 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts.
1
7410
7410.64
Supplying , fitting and fixing of Sand Filter - Manual as per IS:14606 Sand Filter 25 m³/hr-M 2” Single With M.MF
1
27029
27029.66
Supplying 1 m × 0.6 m × 24 swg MS board containing list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house.
1
1000
1000
Supply of 1.5 HP oil fill AC solar submersible pump motor set complete having suitable dischage as per yeld test of well. Submerisble cable of 30mtr 3 core 2.5 sqmm that cable (Finolex) with MOC bar chart (Amrut Energy/Cromton/Kriloskar) make Pump
(Rate As per Quotation)
1
18000
18000
Adding GST@18%
1
94991
94991.25
Adding Cess@1%
1
6228
6228
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