Military Engineer Services Tender

Material and labour for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in coping including weathering, slightly rounded and chamfered and like including necessary formwork complete all as specified and as directed.

Material and labour for PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.

Material and labour for 40mm thick PCC (1:2:4) type B1 (using 20mm graded aggregate) as in surface channels, drain manholes etc and finished fair and even surface complete all as specified and as directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred /stopped ends etc complete all as specified and as directed.

Material and labour for brick work with sub class `B` bricks, old size, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and as directed.

.-Ditto- all as per serial item No. 8.00 here-in- before but except brick and .-ditto-. Note- Serviceable brick shall be re-used obtained from item No-1.00.

Materials and labour for half brick thick brick work with sub class 'B' bricks straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified and as directed.

.-Ditto- all as per serial item No. 10.00 here-in- before but except brick and .-ditto-. Note- Serviceable brick shall be re-used obtained from item No-1.00.

Materials and labour for 15 mm thick rendering on fair faces of brick work in cement mortar (1:4) and finished the surfaces even and smooth without using extra cement complete all as specified and as directed.

Material and labour for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n. exc. 400Sqm and depth exc. 50mm but n. exc. 100mm deep complete all as specified and as directed.

Material and labour for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal), rolled with smooth wheeled power roller 8 to 12 tonne and compacted to required camber and gradient and finishes to a uniform and smooth surfaces complete all as specified and as directed

Material and labour for 75mm thick (compacted thickness) water bound macadam (WBM) with coarse aggregates of grading 2 (63 to 40 mm size), using limestone, sand stone, flint or quartzite stone, spread, rolled with smooth wheeled power roller 8 to 12 tonne and consolidated to required gradient and camber complete all as specified and as directed.

.-Ditto- all as per serial item No. 15.00 here-in- before but except material and .-ditto-. Note- Material retrived from item No 13.00 to be reused after screening.

Material and labour for preparing unsurfaced water bound macadam surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with bituminous primer (VG-10) @ 10 Kg per 10Sqm complete all as specified and as directed.

Material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with bituminous primer (VG-10) @ 5 Kg per 10Sqm complete all as specified and as directed.

Material and labour for bituminous premix semi-dense asphaltic concrete 40mm consolidated thickness with 5.5% paving bitumen grade VG-30 as a binder content by weight of total mix and grading of aggregates & design criteria as specified in SSR Part-I clause No 20.B.2.5.4(e) & 20.B.2.11 and mix at hot mix plant, spread with mechanical paver rolled and consolidated to gradient and camber with power roller 8 to 12 tonne and all as specified in para 20.B.4 & sub para 20.B.4 of MES Schedule Part-I complete all as specified and as directed. Note: (i) For job mix formula design purpose maximum binder shall be as described i.e. 5.5% for VG-30 grade bitumen. (ii) No price adjustment shall be applicable if the approved quantity of binder as per design mixed is more than 5.5%. (iii) During design stage if binder content used less than 5.5% necessary price adjustment on quoted rate shall be done as per actual binder content used.

Material and labour for painting lines, dashes, arrows, letters, etc on roads, pavements and the like n. exc. 10cm wide with road marking paint, white or golden yellow after preparation of old/new surfaces complete all as specified and as directed.

Material and labour for hot thermoplastic & cold solvent based machine used road marking paint with glass bead on top surfaces, not less than 2mm thick for making line, dashes, arrow etc. confirming to BS 3262 complete all as specified and as directed.