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| 1 | Earth work in excavation of foundation in Parbati River's bed and in ravine core zone having ordinary rocks for construction of gabion retaining wall by mechanical means/manual means depth less than 1.5 m and exceeding 1.5 m width including getting out and disposal of excavated material lead up to 50 m for all lift (Code 5.15.2.1; pp 15, BSR WRD 14.08.2023) |
| 2 | सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:3:6 वाईब्रेटर व मिक्सर का उपयोग नही करने पर 3 प्रतिशत कटौती की जावे। (Code 170 (c); BSR Baran 01.10.2025) |
| 3 | Supplying of 10 gauge (3.251 mm dia) / 6 guaged (4.876 mm dia) hot dipped GI wire (IS 4826-1979) gabion boxes of required sizes as 2 m ´ 1m ´ 1m (i.e. 2 cum and 10 sqm surface area) with 10 cm ´ 10 cm open spacing incuding cost of GI wire, cutting, moulding, transportation at site etc. (Code 18.14; pp 87, BSR WRD 14.08.2023) |
| 4 | Supply of random rubble (RR) stones (90% stones to be not less than 23 cm in size in any direction and weighing not less than 37.5 kg.), placing of gabion as per drawing in foundation and super structure, hand packing of stones in gabion boxes, filling of small sized stone ( < 2.5 cm) stones as filler in the voids spaces between the RR stone, hinging of boxes and boxes covers and with 5 mm hot dipped GI wire, and copmlete in all respect as directed by Engineer-in-charge at site. (Code 18.15; pp 87, BSR WRD 14.08.2023) |
| 5 | 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । (Code 167; BSR Baran 01.10.2025) |
| 6 | Grass sodding /threading / turfing of on slopes of bunds river banks etc. at spacing of 15cm ´ 15cm including breaking of clods, and removal of stones irrigation just after planting etc. maintenance for 30 days or more till the grass develops fully with all leads and lifts complete. (Code 5.26; pp 16, BSR WRD 14.08.2023) |
| 7 | Earth work in excavation of foundation in Parwati River's bed and in ravine core zone having all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. for construction of gabion retaining wall by mechanical means/manual means depth less than 1.5 m and exceeding 1.5 m width including getting out and disposal of excavated material lead up to 50 m for all lift. (Code 5.15.2.1; pp 15, BSR WRD 14.08.2023) |
| 8 | सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:3:6 वाईब्रेटर व मिक्सर का उपयोग नही करने पर 3 प्रतिशत कटौती की जावे। (Code 170 (c); BSR Baran 01.10.2025) |
| 9 | Supplying of 10 gauge (3.251 mm dia) / 6 guaged (4.876 mm dia) hot dipped GI wire (IS 4826-1979) gabion boxes of required sizes as 2 m ´ 1m ´ 1m (i.e. 2 cum and 10 sqm surface area) with 10 cm ´ 10 cm open spacing incuding cost of GI wire, cutting, moulding, transportation at site etc. (Code 18.14; pp 87, BSR WRD 14.08.2023) |
| 10 | Supply of random rubble (RR) stones (90% stones to be not less than 23 cm in size in any direction and weighing not less than 37.5 kg.), placing of gabion as per drawing in foundation and super structure, hand packing of stones in gabion boxes, filling of small sized stone ( < 2.5 cm) stones as filler in the voids spaces between the RR stone, hinging of boxes and boxes covers and with 5 mm hot dipped GI wire, and copmlete in all respect as directed by Engineer-in-charge at site. (Code 18.15; pp 87, BSR WRD 14.08.2023) |
| 11 | 15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । (Code 167; BSR Baran 01.10.2025) |
| 12 | Grass sodding /threading / turfing of on slopes of bunds river banks etc. at spacing of 15cm ´ 15cm including breaking of clods, and removal of stones irrigation just after planting etc. maintenance for 30 days or more till the grass develops fully with all leads and lifts complete. (Code 5.26; pp 16, BSR WRD 14.08.2023) |
| 13 | Earth work in excavation of foundation in Parwati River's bed and in ravine core zone having all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. for construction of gabion retaining wall by mechanical means/manual means depth less than 1.5 m and exceeding 1.5 m width including getting out and disposal of excavated material lead up to 50 m for all lift. (Code 5.15.2.1; pp 15, BSR WRD 14.08.2023) |
| 14 | सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:3:6 वाईब्रेटर व मिक्सर का उपयोग नही करने पर 3 प्रतिशत कटौती की जावे। (Code 170 (c); BSR Baran 01.04.2025) |
| 15 | सीमेंट कंक्रीट 1:2:4/1:1.5:3 मिश्रण की प्रवलित सीमेंट कंक्रीट में डालना तथा आपूर्ति करना, छत की स्लैब, छज्जे, बीम, लिंटल आदि में दबाना, तराई करना तथा सतह को 1:3 सीमेंट मसाले से समतल करना आदि समेत पाडबन्दी सहित परन्तु स्टील तथा शटरिंग की कीमत अलग से।अनुपात 1:2:4 (Code 13 (v); BSR Baran 01.04.2025) |
| 16 | 15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । (Code 167; BSR Baran 01.04.2025) |
| 17 | Grass sodding /threading / turfing of on slopes of bunds river banks etc. at spacing of 15cm ´ 15cm including breaking of clods, and removal of stones irrigation just after planting etc. maintenance for 30 days or more till the grass develops fully with all leads and lifts complete. (Code 5.26; pp 16, BSR WRD 14.08.2023) |
| 18 | Earth work in excavation of foundation in Parwati River's bed and in ravine core zone having all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. for construction of gabion retaining wall by mechanical means/manual means depth less than 1.5 m and exceeding 1.5 m width including getting out and disposal of excavated material lead up to 50 m for all lift. (Code 5.15.2.1; pp 15, BSR WRD 14.08.2023) |
| 19 | सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:3:6 वाईब्रेटर व मिक्सर का उपयोग नही करने पर 3 प्रतिशत कटौती की जावे। (Code 170 (c); BSR Baran 01.04.2025) |
| 20 | सीमेंट कंक्रीट 1:2:4/1:1.5:3 मिश्रण की प्रवलित सीमेंट कंक्रीट में डालना तथा आपूर्ति करना, छत की स्लैब, छज्जे, बीम, लिंटल आदि में दबाना, तराई करना तथा सतह को 1:3 सीमेंट मसाले से समतल करना आदि समेत पाडबन्दी सहित परन्तु स्टील तथा शटरिंग की कीमत अलग से।अनुपात 1:2:4 (Code 13 (v); BSR Baran 01.04.2025) |
| 21 | 15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । (Code 167; BSR Baran 01.04.2025) |
| 22 | Grass sodding /threading / turfing of on slopes of bunds river banks etc. at spacing of 15cm ´ 15cm including breaking of clods, and removal of stones irrigation just after planting etc. maintenance for 30 days or more till the grass develops fully with all leads and lifts complete. (Code 5.26; pp 16, BSR WRD 14.08.2023) |
| 23 | Earth work in excavation of foundation in Parwati River's bed and in ravine core zone having all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. for construction of gabion retaining wall by mechanical means/manual means depth less than 1.5 m and exceeding 1.5 m width including getting out and disposal of excavated material lead up to 50 m for all lift. (Code 5.15.2.1; pp 15, BSR WRD 14.08.2023 |
| 24 | सीमेंट कंक्रीट 1 सीमेंट : 4 बजरी तथा 8 गिट्टी / 1 सीमेंट, 3 बजरी तथा6 गिट्टी पत्थर की 20 मिमी नामीय माप की नींव में डालना,कूटना तथा तराई आदि सहित एनीकट के लिए। 1:3:6 वाईब्रेटर व मिक्सर का उपयोग नही करने पर 3 प्रतिशत कटौती की जावे। (Code 170 (c); BSR Baran 01.10.2025) |
| 25 | सीमेंट कंक्रीट 1:2:4/1:1.5:3 मिश्रण की प्रवलित सीमेंट कंक्रीट में डालना तथा आपूर्ति करना, छत की स्लैब, छज्जे, बीम, लिंटल आदि में दबाना, तराई करना तथा सतह को 1:3 सीमेंट मसाले से समतल करना आदि समेत पाडबन्दी सहित परन्तु स्टील तथा शटरिंग की कीमत अलग से।अनुपात 1:2:4 (Code 13 (v); BSR Baran 01.10.2025) |
| 26 | 15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । (Code 167; BSR Baran 01.10.2025) |
| 27 | Grass sodding /threading / turfing of on slopes of bunds river banks etc. at spacing of 15cm ´ 15cm including breaking of clods, and removal of stones irrigation just after planting etc. maintenance for 30 days or more till the grass develops fully with all leads and lifts complete. (Code 5.26; pp 16, BSR WRD 14.08.2023) |
| 28 | जंगल की सफाई साधारण वनस्पति तथा झाडियों को कटाने सहित Item No. 191 Block Baran BSR 1.10.2025 |
| 29 | Mkxcsfyx djuk 5 lseh- ls 7-5 lsseh xgjkbZ rd (ITEM NO. 6 B) Block Baran BSR 1.10.2025 |
| 30 | Benching base and depositing the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5 m (WRD BSR 14.08.2023 Item No. 20 Chapter -V part B) |
| 31 | Earth work in rough (borrow area) excavation for embankment in hard soil, morrum or highly weathered strata dry o moist including dewatering laying in 20cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pnuematic tyred roller to obtain dry density of at least 98% of standard proctor's density with initial lift up to 1.5 m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. lead of 250m (WRD BSR 14.08.2023 Item No. 17 B Chapter -V part B) |
| 32 | Excavatin including loading disposal and dressing of excuavated earth within initial lead of 50m lift ip to 1.5 in dry o moist including dressing of excavated area dewatering wherever required complete in all respect.in Hard/ dense soil (WRD BSR 14.08.2023 Item No. 1B Chapter -V part A) (Base of Pitching) |
| 33 | Watering of earth including cost of carriage of water when source of water is Beyond 1KM but up to 5 km (Irr. BSR 14.08.2023 Chapter-5 Part B item no 28B) |
| 34 | Compaction of earth or highly weathered strata by manually or plain roller (density 90% of proctor) (Irr. BSR 14.08.2023 Item No. 18A Chapter -V part B) |
| 35 | नींव तथा कुर्सी में पत्थर की वे रद्धा-ढोका चिनाई, गारा मसाले में या बिना मसाले में सूखे पत्थर में। (ITEM NO. 26B, Block Baran BSR 1.10.2025) |
| 36 | 15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । (ITEM NO. 167, Block Baran BSR 1.10.2025) (For waste weir) |
| 37 | Dosjh jfo'k ftlesa 40 izfr'kr iRFkj ds Liky gks ;k dadj ;k ?kkMyk dks fcNkuk rFkk vkiwfrZ djuk ikuh fNMduk nqjeqV ls dqVuk ¼vkbZVe u0124 ½ Block Baran BSR 1.10.2025 |
| 38 | jrutksr @vj.Mh ds cht dh vkiwfrZ cktkj nj ij ¼0-2 fdyks @ysu izfr@100 ehVj 4 ysu esas ½ (Rate as per Tender 2019) |
| 39 | LVkbyks vkesVk ?kkl ds cht dh vkiwfrZ cktkj nj ij ¼0-5 fdyks @ysu izfr@100 ehVj 6 ysu esas ½ (Rate as per Tender 2019) |
| 40 | jrutksr @vj.Mh ds cht dh cqokbZ ¼ 4 ysu esas ½ (ITEM NO. 159) Block Baran BSR 1.10.2025 |
| 41 | LVkbyks vkesVk ?kkl dh cqokbZ ¼ 6 ysu esas ½ (ITEM NO. 159) Block Baran BSR 1.10.2025 |
| 42 | 45x45x45 सेमी माप के गड्डे करना। (b) कठोर मिट्टी Block baran GKN BSR 2025 Item No 157 b |
| 43 | ckal ds cht dh cqokbZ ¼ 4 ysu esas ½ According to Forest guid line |
| 44 | Add extra over item No. 1 to 5 for excavation under water for all type ofstrata including dewatering charges. (Quantity under water during actualwork is only to be considered) Quantity of excavation below water levelin foundation area during continous pump running should only be Please Enable Macros to View BoQ information |
