Tender For External Periodical Services For Certain Locations Including Outside Pocket Under Ge (Af) Adm Area At Af Station Gwalior, gwalior-Madhya Pradesh

Tender For External Periodical Services For Certain Locations Including Outside Pocket Under Ge (Af) Adm Area At Af Station Gwalior; 1. Brick 1) Compressive strength IS-3495 (Part-II) As per IS-5454 as given under: A 330/- Checks for visual and Dimensional characteristics shall also be carried out as per IS:5454 Legend: Legend: A - Site Lab B - MES lab/Zonal Lab/Command Test Lab(CTL) C-NABL Accredited Lab 2) Water Absorption 3) Efflorescence --Do-- ---Do… (Part-I) Lot Size. sampl e Size permissible Nos of defective bricks A A 330/- 1001 to 10000 330/- 10001 to 35000 35001 to 50000 5 10 15 0 0 1 2. Coarse Aggregate 1) Sieve Analysis IS:2386 (Part-I One test for every 15 cum of aggregates or part there of brought to site. A 660/- 2) Flakiness Index ---do-- ---do-- A 250/- 3) Estimation of deleterious materials ---do-- One test for every 100 cum of aggregate or part thereof. A 600/- 4) Organic impurities ---do-- One test per source of supply C 275/- 5) Moisture content IS:2386 (Part-II) Regularly as Reqd. A 330/- 6) Specific gravity --do-- One test for each source of supply. B 330/- 3. Fine aggregate 1) Sieve Analysis (IS:2386Pt-I) One test for every 15 cum of FA or part thereof when brought to site. A 660/- 2) Test for clay, silt and impurities. --do-- --do-- A 500/- 3) Specific gravity --do..but (Part-II) One for each source of supply B 330/- 4) Test for organic impurities --do-- One test for each source of supply. C 275/- 5) Moisture content -do- Regularly as required subject to 2 tests/ per day when being used. A 330/- 4. Cement 1) Setting time IS-4031-63 Reaffirmed 1980 Once for each consignment or as and when Reqd. B 500/- 2) Soundness --do-- --do-- C 550/- 3) Compressive strength --do-- --do-- B 550/- 4) Fineness --do-- --do-- C 275/- 5. Structural concrete 1) Slump test or compacting factor time or VEE-BEE test IS-1199 The Min frequency of sampling of concrete of each grade shall be as under :- A 300/- (1) Random sample shall be carried out to cover all mix units. 2) Compressive strength IS-516 Qty of Conc.in the work (M3) No of Samples A 900/- per sample (2) Refer IS-456-2000 Clause. 15.2 for 1 – 5 frequency of sampling. 6-15 16-30 31-50 51 & above 1 2 3 4 4+1 for each additional 50 cum or part thereof 6. (a) PCC block for walling (Hollow Block) 1) Compressive strength. IS:2156-1984 (Appx ‘B’) 8 Blocks out of 14 A 900/- Samples :- 14 blocks from consignment of every 5000 blocks or part thereof. 2) Water Absorption. -do- (Appx ‘B’) 3 Blocks out of 14 B 330/- 3) Density. -do- (Appx ‘A’) 5 Blocks out of 14 B 330/- (b) PCC solid block for walling. 1) Compressive strength IS-2185 12 Blocks out of 18 A 900/- Samples :- 18 Blocks from consignment of every 1000 or part thereof. These Blocks shall be checked for dimensions and weight 7. Cement flooring Tiles/Terrazzo tiles 1) Water absorption IS:1237- 1980(Appx ‘D’) 6 Tiles out of 18 B 330/- Samples : 18 Tiles from each source of supply selected at Random. 2) Wet Transverse strength -do-(Appx “E”) -do- B 660/- 3) Resistance to wear -do- (Appx ‘F’) -do- C 1000/- 8. Water for constn purpose 1) Test for acidity 2) Test for alkalinity 3) Test for solid content IS:456 & 3025 -do- -doOnce at the stage of approval of source of water B B C 500/- 500/- 500/- Refer relevant clause of IS456:2000 9. Bitumen for road pavement work (i) Penetration value IS:73 1 test per batch of bitumen supplied in bulk or drum B, C 250/- 300/- (ii) Softening points -do- -do- B, C 250/-300/- (iii) Elongation -do- -do- B, C 250/-300/- (iv) Wax content IS:1209 -do- B, C 250/-300/- (v) Flash point/ Fire point IS:1208 -do- B, C 250/-300/- (vi) Ductility IS:1208 -do- B, C 250/-300/-

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	30-09-2024	AMD2 PS	Other	08-10-2024
2	30-09-2024	AMD1 BOQ	BOQ	08-10-2024

INR 1000 /-

INR 215000.0 /-

INR 1.40 Crore /-