Public Works Department Tender
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Costs
EMD
₹ 71,535Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of 18 Nos. Dug Well Injection Well For Ground Water Recharge In A Shallow Aquifer Including Construction Of Collection Chamber At Different Places Under Dws Division, Kumarghat Within The Jurisdiction Of Kumarghat Rd Block Gr-ii
Description
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Contact
Tender Id
2024_CEDWS_53633_1Bid Award Id
ViewTender No
DNIeT No_148/EE/DWS/KD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Providing and laying in position cement specified grade excluding the cost of centring and concrete of shuttering --All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
4.14
38438
9295.7
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
22.45
298715
13305.8
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement. 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
6.1
82865
13584.5
Centering shuttering including struttings, propping etc. and removal of form work for: i) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply.
897.96
445479
496.1
Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
96.64
37787
391
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
2615.81
271783
103.9
Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS:2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in charge, upto 90 metre depth below ground level. All types of soil 300 mm dia
324
199163
614.7
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge. 100 mm nominal size dia
251.1
168086
669.4
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen(RMS) pipes of with ribs, conforming to IS:12818, including required hire and labour charges fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge. 100 mm nominal size dia
85.5
60064
702.5
Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm in recharge pit in the required thickness for all leads & lifts all complete as per direction of Engineer-in-charge.
27.02
142276
5264.8
Supplying, filling, spreading & levelling stone boulders of size range 5 mm to 10 mm in the recharge pit over the existing layer of boulders in required thickness for all leads & lifts all complete as per direction of Engineer-in-charge.
23.84
120936
5072.8
Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit over gravel layer for all leads & lifts all complete as per direction of Engineer-in-charge.
31.79
161264
5072.8
Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/medium/coarse in required grading & sizes as per actual requirement all complete as per direction of Engineer-in-charge.
15.26
83567
5476.2
First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:6 ( 1 cement : 6 fine sand ).
34.29
326276
9515.2
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A) For UPVC pipes in new work (a) In all kind of Soils For pipes exceeding 90 mm dia but not exceeding 300 mm dia
360
38304
106.4
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2) i) 140 mm OD
36
22061
612.8
ii) 110 mm OD
324
120560
372.1
Providing and fixing of UPVC end cap/well cap suitable for UPVC 'CM' casing or ' CS' casing of 'RS' pipes as per specification and direction of the Engineer-in-charge. 100 mm dia
36
20174
560.4
Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes etc. complete as per direction of Engineer-in-charge. 11.7.2 0.63mm thick with zinc coating not less than 275gm/m2
540
385614
714.1
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc. complete as per direction of Engineer-in-charge 11.55.1 Single socketed pipe - 75 mm OD
108
21276
197
11.55.2 Single socketed pipe - 110 mm OD
216
67954
314.6
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type-A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc. complete as per direction of Engineer-in-charge : 11.56.1 Coupler 11.56.1.1 75 mm
36
2920
81.1
11.56.1.1.2 110 mm
54
7312
135.4
11.56.3 Single equal tee without door 11.56.3.1 75x75x75 mm
18
2867
159.3
11.56.3.2 110x110x110mm
18
4295
238.6
11.56.5 Bend 87.5° 11.56.5.1 75mm
18
1820
101.1
11.56.5.2 110mm
18
2731
151.7
11.56.6 Plain shoe 11.56.6.1 75mm
18
1537
85.4
11.56.6.2 110mm
18
2367
131.5
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete as per direction of Engineer-in-charge. 11.57.1 75mm
90
21915
243.5
11.57.2 110mm
198
47916
242
11.58 Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. etc. complete as per direction of Engineer-in-charge. 11.58.1 75mm
36
3067
85.2
11.58.2 100mm
36
3330
92.5
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. iii) 80 mm dia A. PN-1.6
18
77755
4319.7
iv) 100 mm dia A. PN-1.6
18
100100
5561.1
Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. J. D.I. Flanged Socketted tail piece i. 80 mm dia
36
59389
1649.7
ii. 100 mm dia.
36
67003
1861.2
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