Construction Of ( 3 . 0X3 . 0 ) M Sump , Working Shed ( 12 . 0X5 . 0M ) , Drain , Replace Of A . C . Sheet And Installation Of 5 . 5Hp Sewege Submersible Pump At Workshop Santkabirnagar

Tender Notice

25499651
Corrigendum : Construction Of ( 3 . 0X3 . 0 ) M Sump , Working Shed ( 12 . 0X5 . 0M ) , Drain , Replace Of A . C . Sheet And Installation Of 5 . 5Hp Sewege Submersible Pump At Workshop Santkabirnagar
Indian
Uttar Pradesh
15-10-2020
27-10-2020
28-10-2020

Tender Details

Construction Of ( 3 . 0X3 . 0 ) M Sump , Working Shed ( 12 . 0X5 . 0M ) , Drain , Replace Of A . C . Sheet And Installation Of 5 . 5Hp Sewege Submersible Pump At Workshop Santkabirnagar

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Oct-202 Date Date 27-10-2020

Key Value

Document Fees
INR 2360 /-
EMD
INR 64000.00 /-
Tender Value
INR 21.20 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF (3.0X3.0)M SUMP, WORKING SHED (12.0X5.0M) ,DRAIN , REPLACE OF A.C. SHEET & INSTALLATION OF 5.5HP SEWEGE SUBMERSIBLE PUMP AT WORKSHOP SANTKABIRNAGAR .
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 meter (5ft) and lead upto 30 meter (100 ft.) and including filling, watering, and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 Meters (100Ft.) from the foundation trenches.(C.S.I. No 4.01) 80 Cum
2 2 Concrete with 4 cm. (1.5") gauge stone ballast, coarse sand of 2.5 fineness modulous and cement in proportion of 1:4:8 in foundation and under floors and supply of all materials, labour and T&P etc. required for proper completion of the work. (C.S.I. NO. 5.04) 30 Cum
3 3 1st Class brick ( class-150) work in 1:6 cement and coarse sand (F.M. 1.5.to 2.0 ). mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (C.S.I. No.6.01) 60 Cum
4 4 R.C.C. work with cement, approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3 in the lintels of doors and windows excluding reinforcement and its bending but including its fixing and binding the same with 24 BWG, G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. (Binding wire to be supplied by the contractor free of cost).(C.S.I. No. 5.23) 2.5 Cum
5 5 Same as item no. 6 above but for SLABS (C.S.I. No. 5.24) 5 Cum.
6 6 Same as item no. 7 above but for Raft foundation and footings.(C.S.I. No. 5.27) 0.5 Cum.
7 7 Earth filling under floors and in substation area including cost of earth. Earth to be obtained from outside the Corporation's area including its cartage and ramming, watering, dressing in 20 cm. thick layers and dressing of earth etc. complete including cost of earth with all lead and lift etc. complete.(C.S.I. No.4.10) 148 Cum.
8 8 Local sand filling in plinth including supply of necessary quantity of local sand from outside the UPPCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 4.05) 50 CuM
9 9 S/F welded wire mesh size 75x25mm and rectangular made out of 10 SWG over M.S. angle frame with M.S. flat welded as required including cost of drilling holes, washer welding etc as required including cost of all material, labour and T&P etc. required for proper completion of work . exept cost of M.S angle and flat. (CSI No. 9.22) 2 Sqm
10 10 Supply and fixing galvanised mosquito proof jali (16x24 gauge) with M.S. flat of 20 x 3 mm. size, on both sides screwed or welded to window or door frame. (CSI No. 9.18) 2 Sqm
11 11 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work. (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend hooks, and authorized overlapping shall be measured.(C.S.I. No. 9.03 ) 0.5 M.T.
12 12 Mild steel or iron work in heavy sizes such as trusses, built-up gates, door frames, record racks, roof work, gates etc. wrought to required form including drilling holes rivetting or welding where necessary and also fixing in proper position and alignment including supply of steel, nuts wastage etc. and their fixing as required for proper completion of the work (CSI No. 9.01 ) 6.5 M.T.
13 13 12 mm (1/2") thick plaster with cement mortar in proportion of 1:3 cement and approved coarse sand over brick work, minimum thickness not to be less than 1 cm. (3/8") including supply of all materials, labour and T&P etc. required for proper completion of the work.(rates including cost of cement) (C.S.I. No.11.06) 200 Sqm.
14 14 4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and including 7.5 cm thick base concrete consisting of cement, coarse sand and 4cm gauge brick ballast in the proportion of 1:6:12 and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. (CSI No. 12.03) 100 SqM
15 15 S/F high tensile steel colour coated anti rust, high temp resistant sheet with tensile strength 550 MPA hot dip metallic (zinc aluminium) alloy (Zn-55%) Al, (45%) coating 70GSM with total thickness not less than 0.45mm (TCT) durashine or equivalent make with necessary over lops including S/F Galvanized J/V hook with bolts, nuts, washer and bitumen washers etc. including cost of material, labour T&P etc and special fastners, nits & washers provided by the company etc, required for proper completion of work as per direction of E/I confirmining A.S. 1397:1993 NSI 700 Sqm.
16 16 3mm thick floating coat of neat cement finish over roof and wall with water proofing compound including cost of all materials, labours and T&Ps etc. required for proper completion of the work (0.044xCSI No.11.15+CSI No.11.20) 148 Sqm.
17 17 Supply & installation of electrical control panel of L&T / Havells or equivalent make for 7.5hp submersible pump / pumpset containing contractor relay condenser. (CSI No. 19.30e) (Lko Circle Rate) 1 No
18 18 Supply and fixing of submersible cable Havels or equivalent make, for 7.5hp submersible pump complete in all respect. (CSI No. 19.32d) 40 RM
19 19 Supply and installation of 5.5H.P Kirloskar or equivalent makeThree phase sewege submersible pump , of specification Head 9/18 M, Discharge 400/1200 LPS, solid handling capacity size 30mm, delivery 80 mm, RPM 2800 including cost of all material & labour . (NSI) 1 No
20 20 Providing Plain MS pipe for making tubewell assembly and cartage to boring site, the pipes shall be of TATA / SAIL / Jindal or other ISI marked approved make, including cost of all labour, materials and T&P required for assembly making and proper completion of work. (CSI No. 19.06) (i) 150 mm dia M.S.plain pipe 4.8mm thick 80 RM
21 21 SPECIALTERMS & CONDITIONS :-
22 21.01 No interest shall be payable on delayed payments for running and final bills. In this regard no claim of the Contractor shall be accepted whatever the delay may be.
23 21.02 The work shall be started in immediately form the given date of start and to be completed on urgent basis. If any constractor pretend by linking the pending payment against other works bill and stop the work or slow the progress of work, Action shall be taken against as per agreement clause.
24 21.03 The Contractor who already executing some work in the department/division and stop the work/linger on the work without any reason. The performance shall be treated unsatisfactory, part-II of such type of contractor may not be opened.
25 21.04 Before execution of work, the contractor must cover the control panel on his own cost with the help of tirpal.
26 21.05 Due to rainy season, when work is not in progress the contractor must cover the roof on his own cost with help of plastic of required thickness.
27 22 TERMS & CONDITIONS :- BI01010001010000000000000515BI0100001112
28 22.01 Firms are advised to visit the site of work and make themselves acquainted with site condition. No cliam what so ever shall be entertained after submission of the tender.
29 22.02 Cement shall be arranged by the contractor on his own cost, fresh cement conforming to relevant I.S. of brand such as J.K., Birla Uttam, A.C.C., Ambuja or equivalent of major plants shall be used in the work, Contractor shall make proper storage arrangement of cement at site of works to the satisfaction of E/I. Cement should always be stored in such a manned to be esily accessible of proper inspection and in a suitable weather tight building or storage shed to protect the cement from dampness.
30 22.03 During execution of work contractor may be asked to perform the quality test of material as and when required in an approved lab and its cost will be borne by the contractor
31 22.04 TOR stell shall be of Fe 415 grade and of approved make by E/I.
32 22.05 Quantities are approximate and vary up to any extent on either side as per requirement of site condition.
33 22.06 All above work shall be executed as per UPPWD /UPPCL specification or as per direction of E/I.
34 22.07 All electrification material /fittings and other materials of door/ windows including fittings etc shall be got approved from E/I before fixing the same at site of work.
35 22.08 ACE Acrylic distemper and paint etc shall be of ASIAN /BERGER/J&N brand of approved quality which shall be got approved before using in the work from the E/I.
36 22.09 Flush door and other aluminium fittings etc shall be got approved by E/I . Flush door shutter shall be 100% water proof of ISI marked.
37 22.1 If specifications for any item of work are not covered by any of the documents mentioned in the contract the same shall be decided and conveyed by the E/I to the contractor.
38 22.11 Old bricks , if any shall be recovered from dismantling of brick work in cement/ lime mortar as follows:-\n(a) 60% of the total quantity of dismantling brick work shall be treated as received and shall be reused @Rs.4200.00 per 1000 in relevant item of old B/W.\n(b) 25% of the total quantity of dismantled work shall be treated as brick bats and shall be recovered @Rs.850.00 per Cum at site and balance shall be treated as malba.
39 22.12 Old and dismantled door and windows if any shall be property of contractor which shall be recovered @Rs. 200.00 per Sqm from the contractor.
40 22.13 Old and unusable steel / scrap if any of RCC /RB work shall be recovered@Rs.24.00 per kg from the contractor.
41 22.14 Kachchi shuttering in RCC work is strictly prohibited . If RCC is done with kachchi shuttering , 20% of rate of RCC shall be reduced without giving any notice to the contractor.
42 22.15 The work shall be carried out upto approximately 8m height for double storied building.
43 22.16 The rates are exclusive of GST which shall be paid extra as applicable. For reimbursement of GST contractor must be registerd with Sale tax Department.
44 22.17 Other terms and conditions are same as attached in enclosed tender document.
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