Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date19 Feb 2025
Closing Date5 Mar 2025
Tender Amount₹ 67,39,886
Costs
EMD
₹ 1,34,798Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Construction Of 2 (two) Nos Underground Water Reservoir 1 Lakh Litres Capacity Each For Agartala Government Dental College And Igm Hospital (g Plus7 Building) During The Year 2024-25 / Sh Earthwork, Rcc Work, Brick Work, Gi Pipes Etc
Description
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Contact
Tender Id
2025_CEPWD_58600_1Tender No
ACE/PU/PWD(B)/DNIT/88/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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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.
92.6
1177
109022
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SUB- HEAD : CEMENT CONCRETE WORK
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-
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering
-All work upto plinth level:
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-
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1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
16.66
10249
170781
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1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size)
3
9960
29882
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Centering shuttering including struttings, propping etc. and removal of form work for:
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-
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Foundations, footings, bases for columns.
9.28
303
2813
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SUB- HEAD : RCC WORK
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-
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Providing and laying in position design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge. (Note :- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable / recoverable separately).
All works upto plinth level
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-
-
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Reinforced cement concrete grade M-25 using 418 kg of cement per cum
129.54
13723
1777781
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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:
-
-
-
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1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
5.6
12073
67553
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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
22581.22
103
2346189
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Centering shuttering including struttings, propping etc. and removal of form work for:
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-
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Foundations, footings, bases for columns etc. for mass concrete with timber plank
31.98
333
10678
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Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
131.11
729
95641
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
404.2
496
200524
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Edges of slabs and breaks in floors and walls under 20 cm. Wide
76.4
121
9298
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SUB- HEAD : BRICK WORK
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-
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First class brick work in foundation and plinth including cost of all materials as required complete.
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-
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(a)In cement mortar 1:4 ( 1 cement : 4 fine sand )
10.67
9845
105029
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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
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-
-
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In cement mortar 1:4 ( 1 cement : 4 fine sand ).
2
1311
2624
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SUB- HEAD : FLOORING
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-
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Providing and fixing Precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry includin rubbing and cleaning etc. all complete as per direction of Engineer-in-charge.
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-
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In dark shade using ordinary cement
123.5
834
102999
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SUB- HEAD : FINISHING WORK
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-
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12 mm cement plaster of mix
Cement mortar 1:4 (1 cement : 4 fine sand)
57
224
12779
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6 mm cement plaster of mix :
-
-
-
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Cement mortar 1:3 (1 cement : 3 fine sand)
160.2
185
29749
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SUB- HEAD : SANITARY INSTALLATIONS
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-
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Providing and fixing on wall face unplasticised Rigid PVC soil, waste & vent pipes (working pressure 6 kg / cm2)conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382
leaving 10 mm gap for thermal expansion:
Single socketed pipe - 110 mm OD
20
375
7500
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC soil, waste & vent pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
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-
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Coupler
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-
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110 mm
6
135
812
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Single equal tee with door
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-
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110 x 110 x 110mm
6
240
1444
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Bend 87.5°
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-
-
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110 mm
6
151
910
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Providing and fixing 25mm x 1.40 mm clips made out of aluminium strip of approved design to unplasticised - PVC soil, waste & vent pipes by means of Plastic Wall Plugs fitted in the brick work/R.C.C work by drilling with the help of mechaine and screwed with M.S. screws of required length and making good the wall etc. complete.
-
-
-
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110 mm
6
85
510
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SUB- HEAD : WATER SUPPLY
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-
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Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge.
External work
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-
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50 mm dia. nominal bore
30
707
21219
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80 mm dia. nominal bore
180
1051
189198
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Making connection of G.I. distribution branch with G.I. main following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete as per CPWD specification and direction of the Engineer - in - charge.
-
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-
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50 to 80 mm nominal bore
4
1155
4621
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Providing and fixing gun metal non-return valve of approved quality (screwed end):
-
-
-
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50 mm nominal bore
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-
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Horizontal
2
1429
2859
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80 mm nominal bore
-
-
-
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Vertical
2
4425
8850
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
-
-
-
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50 mm nominal bore
2
1062
2125
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80 mm nominal bore
2
2764
5529
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SUB- HEAD : DISMANTLING AND DEMOLISHING
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-
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Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge.
11.7
2087
24421
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Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:-
In cement mortar.
7.11
1145
8146
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Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, fine sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour,concrete and appropriate approved Super-Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
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-
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50mm thick in Grade M 25 with cement content not less than 418 kg per cum
123.5
754
93131
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Waterproofing for Below RAFT/on PCC
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-
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Suppling and Installing waterproofing treatment for Raft Slab by using composite 1.5mm thick ( excluding the thickness of the sand particulate granule layer ) fully bonded HDPE membrane pre fabricated compasite watemproofing membrane with the bare HDPE film layer thickness of minimum 0.7 mm. The fully bonded HDPE membrane is loosely laid on the PCC before casting of tha RCC raft slab/ Footings etc and comprises of a HDPE film with an aggressive pressure-sensitive adhesive and a weatherproof protective layer. The pre fabricated membrane gets bonded to the undermeath of the Poured concrete used as raft slab. The fully bonded HDPE membrane system shall conform to basement waterproofing protection to grades 2, 3 as defined in BIS 16471: 2017 & BS 8102: 2009 .
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-
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The waterproofing membrane shall have following minimum properties:
1) Resist hydrostatic pressure of over 70m head of water as per ASTM D5385; 2) Puncture Resistance of 1000 N as per ASTM E154
3) Membrane shall be capable of achieving the sufficlent bond to concrete of Minimum 1500 N/m as per peel adhesion test according to ASTM D 903, even after exposure to UV for 21 days & with acclerated ageing.
4)Tensile strength of HDPE Without Adhesive (Film) of 25 Mpa as per ASTM D412 5)Elongation of 500% as per ASTM D 412 modified
6) Low temperature Fiexibility -25 deg C Pass
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The fully bonded HDPE membrane shall be of 2.0 or 2.40 m wide & 20m mtr length, rolls to minimise laps and joints. The membrane shall be installed with standard 75mm selvedge laps and 75mm end laps taped with Tape, a double side coated adhesive tape over the entire area and turned up on to a vertical timber formwork , as per recommendations/drawings. The fully bonded HDPE membrane shall be laid over concrete blinding having uniform surface including necessary removal of membrane release liner while applying, necessary overlaps between the membranes and fixing overlaps by tape, firm rolling onto the surface to get a tight seal, etc. complete all as per manufacturers recommendations, etc. complete with all lead and lift for all materials and labour and as directed, at all heights and all locations.
292.98
1000
292980
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Providing and Applying wet bonded a 1.5 mm thick double-sided modified bitumen Self adhesive waterproofing membrane having release liner on both side for wet-application on the retaining wall. The procedure involves the concrete to be saturated by water (use water hose). Any protrusions need to be removed and the concrete surface needs to be cleaned. A bonding slurry (with approximate of 2-3 kg/m2) is applied to the substrate. Then the membrane is unrolled and pressed into the fresh slurry after removal of the release liner. The long edges of the membrane are overlapped by min. 80 mm and firmly pressed together using a roller. The short edges of the membrane are overlapped in the same way. The overlaps need to be staggered.
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System Properties:
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Tensile Strength 3 N/mm as per ASTM D412; Elongation 330 % as per ASTM D412; Resistance to Tear 30 N as per ASTM D624; Joint Peel Resistance 400 N/m as per ASTM 01876 At 23 °C; Joint Shear Resistance 220 N as per ASTM E154; Unaffected Foldability at Low Temperature as per ASTM D1970; Low temperature flexibility is Unaffected over Cycling over crack (100 cycl.) as per ASTM C836; at - 15° C; Resistance to lateral water migration 70 m as per ASTM D5385. The membrane shall be protected using 8mm HDPE based drainage board before the back fill is done.
292.98
1350
395523
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Providing and Placing in position suitable PVC water stops conforming to 1S:12200 for construction’ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as required as per direction of the Engineer-in-charge:
120
316
37944
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Providing & installation of 15000 GPH / 15 HP Open well Submerssible pump (TSM 44 F 11 kw, Three Phase) of maximum 150 mm outer dia. The Pump should be fitted with nuts and bolts inside the under ground reservoir suitable for 340-440 volts, 3 phase 50 Hz,AC supply & star delta method of starting along with joint less PVC 3 (three) coe double length flat cable (continous length) of suitable size fitted with submersble motor, suction case, trainer etc. make as per specification & direction of Engineer -in - charge conforming to terms & conditions of the contract . [ Each pump with motor shall consists of stainless steel closed type impeller, C.I Bowl, C.I discharge case, pump shaft, bush ,winding rotor etc conforming to relevant BIS Codes & Payment shall only be paid after succesfull trial run of the motor ]
4
97206
388824
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Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump, L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.
15 HP/11 kw Relay range
2
27950
55900
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