Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date24 May 2022
Closing Date14 Jun 2022
Tender AmountRefer Documents
Costs
EMD
₹ 39,821Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of Permanent Structure For Management Of Covid Patients Under Ecsp-ii/proposed Kitchen At Bishramganj, Sepahijala, Tripura During 2021-22
Description
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Contact
Tender Id
2022_CEPWD_28723_1Bid Award Id
ViewTender No
05/EE-BRG/PWD/2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Prime coat-(I)Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
2117.5
-
44.9
Tack coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503
2117.5
-
14.5
25 mm thick Open-Graded Premix Carpet using Bituninous (viscocity grade/Modified bitumen) Binder Providing, laying and rolling of open - graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A Type B or Type D as per MoRD Technical Specification Clause 508: Case-I:By manual means: (i) Bitumen VG- 30
2117.5
-
420.1
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Tupe C or Type D as per MoRD Technical Specification Clause 510:-
(A) By Manual means:- Case IV:Type-D (premix with fine sand) :(I)Bitumen of VG-30.
2117.5
-
52.7
Excavation for structures (A) Without dewatering:- Earthwork in excavation for structures as per drawings and MoRDtechnical specifications clauses 305.1 including setting out,construction of shoring & bracing ,removal of stumps & deleterious material and disposal up to a lead of 50 m ,dressing of sides & bottom and backfiling in trenches with excavated suitable material (I) Ordinary soil:- (i) Up to 3m depth.
342.22
-
341.7
Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9 ,1200 ( A) Sand filling:-(I) Sand Filling
70.9
-
858.5
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per frawings & MoRD technical specification clauses 802,803,900,1202and 1203 (including centering ,shuttering etc .but excluding reinforcement )
I P.C.C grade-M10 (i)Nominal mix (1:3:6)
70.9
-
8255.8
Providing and laying reinforced cement concrete in foundation as per drawings & MoRD technical specification and clauses 800,900,1205.4 & 1205.5(including centering,shuttering,stagging etc,but excluding reinforcement:- ( I) RCC M-25.
5.24
-
12272.7
Supplying, fitting & placing Thermo-Mechanically treated bar/Cold twisted deformed steel bar reinforcement in foundation completed as per drawings & MoRD technical specifications Clauses 10000 & 1202.
0.58
-
68441.3
Brick masonary in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specification & clause 600,1202 and 1203:- (I) Brick work in 1:4 cement mortar.
105.55
-
8774.5
Brick masonary in cement mortar in sub-structure completed excluding pointing & plastering as per drawing & MoRD technical specification & clause 602,603,604,1202 and 1204. I) Brick work in 1:4 cement mortar
10.5
-
9199.4
Plastering with cement mortar 1:4 12 mm thick on brick work/CC work in/c finishing coat of neat cement punning with 2.75 kg per sq.m. in sub structure as per MoRD technical specification cl 613.4 and 1204
314.46
-
187.1
Providing weep holes in Brick masonary/Stone masonary ,plain/reinforcement concrete abutment ,wing wall,rurn wall 100 dia AC pipe or PVC pipe (110 mm OD of 6 kg/cm2 pressure)extending through the full width of the structures with 1(V): 20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 614,709,1204.3.7
2.03
-
348.4
Providing and laying of filter media with Jhama brick aggregate as per specification to a thickness of not less than 600 mm with grannular size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment /wing wall to the full height compacted to a firm condition complete as per drawing and MoRD technical specification Clause 1204.3.8
0.43
-
4231.1
Excavation in soil using Hydraulic Excavator and Trippers with disposal up to 1000 m:- Excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers ,trimming bottom and side slopes in accordance with requirements of lines,grades,and cross-sections and transporting to the embankment location with all lifts and lead up to 1000 m as per MoRD Technical Specification Clause 302.3
7005.3
-
36.7
Earth work in excavation by mechanical means(hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soila)By manual means.
26.62
-
134.9
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
2.06
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.a)1:4:8 ( 1 Cement: 4 fine sand : 8 graded well bumt brick aggregate 40 mm nominal size.
2.06
-
7844.8
Centering shuttering including struttings, propping etc. and removal of form work for:a)Foundations, footings, bases for columns.
1.44
-
238.6
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement. -All work upto Plinth level
1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
9.84
-
10974.6
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)
3.75
-
11791.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars of grade -Fe-500D or more.
2654.53
-
78.2
Centering shuttering including struttings, propping etc. and removal of form work for
-
-
-
a)Foundation ,footings bases for columns etc . For mass concrete with timber plank.
2.4
-
268.9
b)Lintels Beam,plinth beam ,girders,bressumers and cantiliver with shuttering ply
23.52
-
385.2
c)Columns ,pillars,piers ,Abutments ,post and struts with shuttering ply
42.67
-
483
First class brick work in foundation and plinth including cost of all materials as required complete.
In cement mortar 1:4 ( 1 cement : 4 fine sand ).
23.34
-
8888.4
12 mm cement plaster of mix
Cement mortar 1:4(1 cement :4 fine sand)
125.75
-
174.8
Finishing walls with premium acrylic smooth exterior paint of required shade of approved brand and manufacture(Payment shall be made after submission of test certificate issued by the Manufacturer) New work ( two or more coats applied @1.67litre/10sqm over and including priming coat of exterior primer applied @2.20 kg/10sqm )
125.75
-
119.4
Steel work welded in built up section/framed work including cutting ,hoisting ,fixing in position and applying a priming coat of approved steel priming coat of approved steel primier using steel etc .complete as required
a) In grating ,frames ,guard bar,railing,brackets,gates and similar work ,all complete
800
-
113.8
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade (Payment shall be made after submission of test certificate issued by the Manufacturer)
Two or more coats on new work
32.76
-
82.8
Steel work in built up tubular (round,square or rectangular hollow tubes etc.) , trusses etc, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer ,including welding and bolted with special shaped washers etc. complete
Hot finished welded type tubes
1300
-
122.9
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2
89.25
-
859.9
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
4000
-
10
Providing and fixing G.I. pipes of medium class as per IS:1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of Engineer -incharge.Internal work-Exposed on wall
40 mm dia. nominal bore
8
-
542.3
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):25 mm nominal bore
2
-
512.2
80 mm thick factory made c.c. interlocking paver block of M-35 Grade: Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.
600
-
1373.7
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