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Tender For Cons Of Drain With Cover With Sock Pit From Jahir Skhouse To Kalimuddinhouse At Maruabadi Kuthi Samsad-07 Under Alipur-I Gp Of Kaliachak-I Devlopment Block, Malda (Sl05), Maldah-West Bengal

Zilla Parishad-ZP has published Tender For Cons Of Drain With Cover With Sock Pit From Jahir Skhouse To Kalimuddinhouse At Maruabadi Kuthi Samsad-07 Under Alipur-I Gp Of Kaliachak-I Devlopment Block, Malda (Sl05). Submission Date for this Tender is 19-12-2023. Drainage Tenders in Maldah West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

41025501
Tender For Cons Of Drain With Cover With Sock Pit From Jahir Skhouse To Kalimuddinhouse At Maruabadi Kuthi Samsad-07 Under Alipur-I Gp Of Kaliachak-I Devlopment Block, Malda (Sl05)
Open Tender
Indian
West Bengal
Maldah
19-12-2023

Tender Details

Tender For Cons Of Drain With Cover With Sock Pit From Jahir Skhouse To Kalimuddinhouse At Maruabadi Kuthi Samsad-07 Under Alipur-I Gp Of Kaliachak-I Devlopment Block, Malda ( Sl05 )

Key Value

Document Fees
INR 250 /-
EMD
INR 2000.0 /-
Tender Value
INR 1 Lakhs /-

BOQ Items

Name of Work: CONS OF DRAIN WITH COVER WITH SOCK PIT FROM JAHIR SKHOUSE TO KALIMUDDINHOUSE AT MARUABADI KUTHI SAMSAD-07 UNDER ALIPUR-I GP OF KALIACHAK-I DEVLOPMENT BLOCK, MALDA (SL05)
Sl. No. Item Description
1Earth 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 75m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. (P - 1, I - 2a) (a)    Depth of excavation not exceeding 1500 mm.
2Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. (P - 14, I - 1)
3Cement concrete with graded stone balast (40 mm. size) excluding shuttering. In ground floor and foundation (P - 34, I - 22) (a)    6:3:1 proportion
4Brick work with 1st classbricks in cement mortar(4:1) proportion. (a) In foundation and plinth (P - 15, I - 7a)
5Ordinary 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. Rajmahal variety (P - 26, I - 10)
6Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating,nosing and drip course where necessary(ground floor). (a)With 4:1 cement mortar (i)    15mm. thick plaster (P - 189, I - 1(ii)b)
7Neat cement punning about 1.5 mm. thick in wall dado, window, sills, floor, drain etc. (P - 192, I - 15)
8Hire and labour charges for shuttering with hard wood for precast R.C. Slab curved, or straight and striking out the same including fitting fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.(P - 43, I - 38)
9Reinforcement for reinforced concrete work in the all sorts of structure including distribution bars, binders etc. including supply of rods, 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, basement and up to roof of ground floor/up to 4m. (I)     Tor steel/Mild steel(P - 43, I - 40 a(i))
10Providing & 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 precast posts 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.) (PWD, R & B Schedule, P - 270, I - 8.07).
11C. BRICKS (PWD, R & B Schedule, P - 328, I - 17.06). Laterite, etc (i) Determination of Compressive Strength as per IS: 3405 (Part I-IV)
12C. BRICKS (PWD, R & B Schedule, P - 328, I - 17.06). Laterite, etc(ii) Determination of Water Absorption as per IS: 3405 (Part I-IV) Combined
13C. BRICKS (PWD, R & B Schedule, P - 328, I - 17.06). Laterite, etc (iii) Determination of Efflorence as per IS: 3405 (Part I-IV)
14D. SAND (PWD, R & B Schedule, P - 328, I - 17.06). (i) Grading by Sieve Analysis as per IS: 2386 (Part – I)
15H. STEEL (PWD, R & B Schedule, P - 329, I - 17.06). Laterite, etc(i) Tensile Strength of Steel as per IS: 1608 & 2026
16I. CEMENT (PWD, R & B Schedule, P - 329, I - 17.06). Laterite, etc. (i) Fineness by dry sieving as per IS: 4031 (Part-I) (Part – I)
17TEST OF CONCRETE (PWD, R & B Schedule, P - 330, I - 17.07). Laterite, etc (i) Slump Test as per IS: 1199 (Part – I)
18TEST OF CONCRETE (PWD, R & B Schedule, P - 330, I - 17.07). Laterite, etc(viii) Determination of Compressive Strength of Cored Sample (Sample to be supplied) as per IS: 1199 & 516
19GST 18%
20LABOUR CESS 1%
21CONTIGENCY
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